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Delft University of Technology

1. Granata, Renato (author). Displacement-based verification of unreinforced masonry walls acting out-of-plane within a structural system.

Degree: 2017, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:19567232-940e-40b3-87c6-fc027d58d7bc

► The out-of-plane behavior of unreinforced masonry walls subjected to lateral loading is a complex structural problem. This thesis focuses on the stability of URM walls…
(more)

Subjects/Keywords: Masonry; Out-of-plane; Displacement-based; Groningen; unreinforced; URM

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APA (6^{th} Edition):

Granata, R. (. (2017). Displacement-based verification of unreinforced masonry walls acting out-of-plane within a structural system. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:19567232-940e-40b3-87c6-fc027d58d7bc

Chicago Manual of Style (16^{th} Edition):

Granata, Renato (author). “Displacement-based verification of unreinforced masonry walls acting out-of-plane within a structural system.” 2017. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:19567232-940e-40b3-87c6-fc027d58d7bc.

MLA Handbook (7^{th} Edition):

Granata, Renato (author). “Displacement-based verification of unreinforced masonry walls acting out-of-plane within a structural system.” 2017. Web. 17 Jan 2021.

Vancouver:

Granata R(. Displacement-based verification of unreinforced masonry walls acting out-of-plane within a structural system. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:19567232-940e-40b3-87c6-fc027d58d7bc.

Council of Science Editors:

Granata R(. Displacement-based verification of unreinforced masonry walls acting out-of-plane within a structural system. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:19567232-940e-40b3-87c6-fc027d58d7bc

Delft University of Technology

2. XIE, Zihong (author). Sub-increment Based Iterative Constitutive Model for Cyclic Cracking-Crushing-Shearing in Masonry Interface Elements.

Degree: 2020, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:cfd2d5f1-9a2b-47fe-be1b-d02ba8a0e43f

► Masonry is one of the most commonly used construction materials for residential buildings and historic buildings around the world. Some of these buildings are located…
(more)

Subjects/Keywords: Finite Element Method; constitutive model; interface element; masonry; discrete crack model; mirco modelling; cracking-crushing-shearing; cyclic loading

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APA (6^{th} Edition):

XIE, Z. (. (2020). Sub-increment Based Iterative Constitutive Model for Cyclic Cracking-Crushing-Shearing in Masonry Interface Elements. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:cfd2d5f1-9a2b-47fe-be1b-d02ba8a0e43f

Chicago Manual of Style (16^{th} Edition):

XIE, Zihong (author). “Sub-increment Based Iterative Constitutive Model for Cyclic Cracking-Crushing-Shearing in Masonry Interface Elements.” 2020. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:cfd2d5f1-9a2b-47fe-be1b-d02ba8a0e43f.

MLA Handbook (7^{th} Edition):

XIE, Zihong (author). “Sub-increment Based Iterative Constitutive Model for Cyclic Cracking-Crushing-Shearing in Masonry Interface Elements.” 2020. Web. 17 Jan 2021.

Vancouver:

XIE Z(. Sub-increment Based Iterative Constitutive Model for Cyclic Cracking-Crushing-Shearing in Masonry Interface Elements. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:cfd2d5f1-9a2b-47fe-be1b-d02ba8a0e43f.

Council of Science Editors:

XIE Z(. Sub-increment Based Iterative Constitutive Model for Cyclic Cracking-Crushing-Shearing in Masonry Interface Elements. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:cfd2d5f1-9a2b-47fe-be1b-d02ba8a0e43f

Delft University of Technology

3. Teshome, Tihitina Tilahun (author). Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure.

Degree: 2019, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:c5b222e7-fb93-4c63-9796-251e56ef8ca0

► The aim of this thesis project is to investigate the model uncertainty of non-linear finite element analysis of reinforced concrete structures at ultimate limit state…
(more)

Subjects/Keywords: Non-Linear Finite Element Analysis; model uncertainty; Reinforced Concrete structures

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APA (6^{th} Edition):

Teshome, T. T. (. (2019). Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c5b222e7-fb93-4c63-9796-251e56ef8ca0

Chicago Manual of Style (16^{th} Edition):

Teshome, Tihitina Tilahun (author). “Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure.” 2019. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:c5b222e7-fb93-4c63-9796-251e56ef8ca0.

MLA Handbook (7^{th} Edition):

Teshome, Tihitina Tilahun (author). “Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure.” 2019. Web. 17 Jan 2021.

Vancouver:

Teshome TT(. Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:c5b222e7-fb93-4c63-9796-251e56ef8ca0.

Council of Science Editors:

Teshome TT(. Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:c5b222e7-fb93-4c63-9796-251e56ef8ca0

Delft University of Technology

4. Dolron, Pieter (author). An evaluation of safety assessment methods for a reinforced concrete frame using non-linear finite element analyses.

Degree: 2018, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:566adfe1-1f1b-4060-8847-74ad797d4cf2

►

In order to perform a reassessment of existing structures or design new structures in a more efficient and economical way non-linear finite element (NLFE) models… (more)

Subjects/Keywords: non-Linear Finite Element Analysis; safety formats; safety assessment; first order reliability method; FORM; response surface; NLFEA; Model Code 2010; Eurocode 2

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APA (6^{th} Edition):

Dolron, P. (. (2018). An evaluation of safety assessment methods for a reinforced concrete frame using non-linear finite element analyses. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:566adfe1-1f1b-4060-8847-74ad797d4cf2

Chicago Manual of Style (16^{th} Edition):

Dolron, Pieter (author). “An evaluation of safety assessment methods for a reinforced concrete frame using non-linear finite element analyses.” 2018. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:566adfe1-1f1b-4060-8847-74ad797d4cf2.

MLA Handbook (7^{th} Edition):

Dolron, Pieter (author). “An evaluation of safety assessment methods for a reinforced concrete frame using non-linear finite element analyses.” 2018. Web. 17 Jan 2021.

Vancouver:

Dolron P(. An evaluation of safety assessment methods for a reinforced concrete frame using non-linear finite element analyses. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:566adfe1-1f1b-4060-8847-74ad797d4cf2.

Council of Science Editors:

Dolron P(. An evaluation of safety assessment methods for a reinforced concrete frame using non-linear finite element analyses. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:566adfe1-1f1b-4060-8847-74ad797d4cf2

Delft University of Technology

5. De Marco, Andrea (author). Application of Evolutionary Structural Optimization to Reinforced Concrete Structures.

Degree: 2018, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:efd1ad24-017f-48ac-8e31-184339a9d148

► The present thesis has the objective to create a procedure for the automatic preliminary design of reinforced concrete structures, based on the Evolutionary Structural Optimization…
(more)

Subjects/Keywords: Evolutionary Structural Optimization; Bi-directional Evolutionary Structural Optimization; Computational Optimization; Topology Optimization; Structural Optimization; Heuristic Optimization; ESO; BESO; Optimization Algorithm; Optimization Procedure; Reinforced Concrete Structures; Reinforced Concrete Design; Reinforced Concrete

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APA (6^{th} Edition):

De Marco, A. (. (2018). Application of Evolutionary Structural Optimization to Reinforced Concrete Structures. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:efd1ad24-017f-48ac-8e31-184339a9d148

Chicago Manual of Style (16^{th} Edition):

De Marco, Andrea (author). “Application of Evolutionary Structural Optimization to Reinforced Concrete Structures.” 2018. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:efd1ad24-017f-48ac-8e31-184339a9d148.

MLA Handbook (7^{th} Edition):

De Marco, Andrea (author). “Application of Evolutionary Structural Optimization to Reinforced Concrete Structures.” 2018. Web. 17 Jan 2021.

Vancouver:

De Marco A(. Application of Evolutionary Structural Optimization to Reinforced Concrete Structures. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:efd1ad24-017f-48ac-8e31-184339a9d148.

Council of Science Editors:

De Marco A(. Application of Evolutionary Structural Optimization to Reinforced Concrete Structures. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:efd1ad24-017f-48ac-8e31-184339a9d148

Delft University of Technology

6. Danks, Brigitte (author). Validation of Sequentially Linear Analysis for Quasi-Brittle Behaviour of Reinforced Concrete Structures under Proportional and Non-Proportional Loading.

Degree: 2019, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:a242d5b5-ff2a-4216-b04c-6de185a1044d

► The aim of this thesis was to objectively and quantitatively assess the accuracy and robustness of two-dimensional sequentially linear analysis (SLA) in comparison to nonlinear…
(more)

Subjects/Keywords: Sequentially; linear; analysis; finite; element; non-proportional; loading; reinforced; concrete; structures; accuracy; robustness; objective; validation; DIANA

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APA (6^{th} Edition):

Danks, B. (. (2019). Validation of Sequentially Linear Analysis for Quasi-Brittle Behaviour of Reinforced Concrete Structures under Proportional and Non-Proportional Loading. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a242d5b5-ff2a-4216-b04c-6de185a1044d

Chicago Manual of Style (16^{th} Edition):

Danks, Brigitte (author). “Validation of Sequentially Linear Analysis for Quasi-Brittle Behaviour of Reinforced Concrete Structures under Proportional and Non-Proportional Loading.” 2019. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:a242d5b5-ff2a-4216-b04c-6de185a1044d.

MLA Handbook (7^{th} Edition):

Danks, Brigitte (author). “Validation of Sequentially Linear Analysis for Quasi-Brittle Behaviour of Reinforced Concrete Structures under Proportional and Non-Proportional Loading.” 2019. Web. 17 Jan 2021.

Vancouver:

Danks B(. Validation of Sequentially Linear Analysis for Quasi-Brittle Behaviour of Reinforced Concrete Structures under Proportional and Non-Proportional Loading. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:a242d5b5-ff2a-4216-b04c-6de185a1044d.

Council of Science Editors:

Danks B(. Validation of Sequentially Linear Analysis for Quasi-Brittle Behaviour of Reinforced Concrete Structures under Proportional and Non-Proportional Loading. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:a242d5b5-ff2a-4216-b04c-6de185a1044d

Delft University of Technology

7. Dierker Viik, Leah (author). StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings.

Degree: 2019, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9

►

The development of computational tools to aid with early-stage design of buildings is an emerging topic of great value. Developing a good conceptual design for… (more)

Subjects/Keywords: parametric design; conceptual design; Grasshopper; structural analysis; computational design; concrete structure

Record Details Similar Records

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APA (6^{th} Edition):

Dierker Viik, L. (. (2019). StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9

Chicago Manual of Style (16^{th} Edition):

Dierker Viik, Leah (author). “StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings.” 2019. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9.

MLA Handbook (7^{th} Edition):

Dierker Viik, Leah (author). “StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings.” 2019. Web. 17 Jan 2021.

Vancouver:

Dierker Viik L(. StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9.

Council of Science Editors:

Dierker Viik L(. StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9

Delft University of Technology

8. Yang, Boyuan (author). Comparisons of implicit and explicit time integration methods in finite element analysis for linear elastic material and quasi-brittle material in dynamic problems.

Degree: 2019, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:3bf6605b-c108-4de8-a5fa-6305f7321ff4

► In finite element analysis, nonlinear time-history analysis is a realistic and accurate analysis type for dynamic or seismic analysis due to its solutions contain wealthy…
(more)

Subjects/Keywords: Finite Element Analysis; DIANA FEA; Direct time integration; Implicit method; Explicit method; Nonlinear Dynamics; Masonry material

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APA (6^{th} Edition):

Yang, B. (. (2019). Comparisons of implicit and explicit time integration methods in finite element analysis for linear elastic material and quasi-brittle material in dynamic problems. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3bf6605b-c108-4de8-a5fa-6305f7321ff4

Chicago Manual of Style (16^{th} Edition):

Yang, Boyuan (author). “Comparisons of implicit and explicit time integration methods in finite element analysis for linear elastic material and quasi-brittle material in dynamic problems.” 2019. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:3bf6605b-c108-4de8-a5fa-6305f7321ff4.

MLA Handbook (7^{th} Edition):

Yang, Boyuan (author). “Comparisons of implicit and explicit time integration methods in finite element analysis for linear elastic material and quasi-brittle material in dynamic problems.” 2019. Web. 17 Jan 2021.

Vancouver:

Yang B(. Comparisons of implicit and explicit time integration methods in finite element analysis for linear elastic material and quasi-brittle material in dynamic problems. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:3bf6605b-c108-4de8-a5fa-6305f7321ff4.

Council of Science Editors:

Yang B(. Comparisons of implicit and explicit time integration methods in finite element analysis for linear elastic material and quasi-brittle material in dynamic problems. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:3bf6605b-c108-4de8-a5fa-6305f7321ff4

Delft University of Technology

9. Verhoog, Thomas (author). Predicting results of geometrical nonlinear FE analyses using Artificial Neural Networks: Applied to stiffened steel plated structures in sea lock gates.

Degree: 2019, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:8abc0a81-9efe-48c8-b539-23bf03ef3388

► In this research project, an attempt is made to fuse the fields of structural mechanics and machine learning. The goal is to find out if…
(more)

Subjects/Keywords: Neural Networks; Non linear finite element analysis; Parametric Design; Genetic algorithms; Sea lock gates; Plate buckling; ANSYS APDL

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Verhoog, T. (. (2019). Predicting results of geometrical nonlinear FE analyses using Artificial Neural Networks: Applied to stiffened steel plated structures in sea lock gates. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8abc0a81-9efe-48c8-b539-23bf03ef3388

Chicago Manual of Style (16^{th} Edition):

Verhoog, Thomas (author). “Predicting results of geometrical nonlinear FE analyses using Artificial Neural Networks: Applied to stiffened steel plated structures in sea lock gates.” 2019. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:8abc0a81-9efe-48c8-b539-23bf03ef3388.

MLA Handbook (7^{th} Edition):

Verhoog, Thomas (author). “Predicting results of geometrical nonlinear FE analyses using Artificial Neural Networks: Applied to stiffened steel plated structures in sea lock gates.” 2019. Web. 17 Jan 2021.

Vancouver:

Verhoog T(. Predicting results of geometrical nonlinear FE analyses using Artificial Neural Networks: Applied to stiffened steel plated structures in sea lock gates. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:8abc0a81-9efe-48c8-b539-23bf03ef3388.

Council of Science Editors:

Verhoog T(. Predicting results of geometrical nonlinear FE analyses using Artificial Neural Networks: Applied to stiffened steel plated structures in sea lock gates. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:8abc0a81-9efe-48c8-b539-23bf03ef3388

Delft University of Technology

10. Slooten, Elgar (author). Feasibility study of a wood-concrete hybrid super tall building and optimization of its wind-induced behaviour: A case study on a skyscraper in the city-centre of Rotterdam.

Degree: 2018, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:01da1849-6478-46c9-8a59-e6c7c2e4fb47

► The demand for sustainable high-rise buildings is growing. Such sustainable high-rise could be realized by the use of mass timber for the structural design instead…
(more)

Subjects/Keywords: tall timber building; wind-induced dynamic behaviour; occupant comfort; tuned mass damper; shape optimization; High-Rise

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Slooten, E. (. (2018). Feasibility study of a wood-concrete hybrid super tall building and optimization of its wind-induced behaviour: A case study on a skyscraper in the city-centre of Rotterdam. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:01da1849-6478-46c9-8a59-e6c7c2e4fb47

Chicago Manual of Style (16^{th} Edition):

Slooten, Elgar (author). “Feasibility study of a wood-concrete hybrid super tall building and optimization of its wind-induced behaviour: A case study on a skyscraper in the city-centre of Rotterdam.” 2018. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:01da1849-6478-46c9-8a59-e6c7c2e4fb47.

MLA Handbook (7^{th} Edition):

Slooten, Elgar (author). “Feasibility study of a wood-concrete hybrid super tall building and optimization of its wind-induced behaviour: A case study on a skyscraper in the city-centre of Rotterdam.” 2018. Web. 17 Jan 2021.

Vancouver:

Slooten E(. Feasibility study of a wood-concrete hybrid super tall building and optimization of its wind-induced behaviour: A case study on a skyscraper in the city-centre of Rotterdam. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:01da1849-6478-46c9-8a59-e6c7c2e4fb47.

Council of Science Editors:

Slooten E(. Feasibility study of a wood-concrete hybrid super tall building and optimization of its wind-induced behaviour: A case study on a skyscraper in the city-centre of Rotterdam. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:01da1849-6478-46c9-8a59-e6c7c2e4fb47

Delft University of Technology

11. Meiring, Cynthia (author). Validation of Sequentially Linear Analysis by simulating structural behaviour of masonry components.

Degree: 2018, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:027d70b4-e1bc-4fdf-8d41-7dafb4a00b54

► The unreinforced masonry construction of Dutch terraced houses in Groningen is prone to lateral earthquake loading. To analyse the capacity of these houses, the faculty…
(more)

Subjects/Keywords: Sequentially Linear Analysis; Masonry; Brittle behaviour; Numerical modelling

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Meiring, C. (. (2018). Validation of Sequentially Linear Analysis by simulating structural behaviour of masonry components. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:027d70b4-e1bc-4fdf-8d41-7dafb4a00b54

Chicago Manual of Style (16^{th} Edition):

Meiring, Cynthia (author). “Validation of Sequentially Linear Analysis by simulating structural behaviour of masonry components.” 2018. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:027d70b4-e1bc-4fdf-8d41-7dafb4a00b54.

MLA Handbook (7^{th} Edition):

Meiring, Cynthia (author). “Validation of Sequentially Linear Analysis by simulating structural behaviour of masonry components.” 2018. Web. 17 Jan 2021.

Vancouver:

Meiring C(. Validation of Sequentially Linear Analysis by simulating structural behaviour of masonry components. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:027d70b4-e1bc-4fdf-8d41-7dafb4a00b54.

Council of Science Editors:

Meiring C(. Validation of Sequentially Linear Analysis by simulating structural behaviour of masonry components. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:027d70b4-e1bc-4fdf-8d41-7dafb4a00b54

Delft University of Technology

12. Koning, Laetitia (author). Digital Fabrication of a Timber Bridge: Design, optimisation, fabrication and testing at global and connection level.

Degree: 2018, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:0298448c-5bad-4760-9382-06d58ed07edc

►

Rapid developments of both new (digital) fabrication techniques and innovative software facilitate the possibility to design, check and construct objects with great complexity and uniqueness… (more)

Subjects/Keywords: Digital Fabrication; cnc milling; Interlocking joint; Japanese connections; Gridshell; notched members; timber; bridge; machine learning; optimisation; free-form; reciprocal; lap joint

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Koning, L. (. (2018). Digital Fabrication of a Timber Bridge: Design, optimisation, fabrication and testing at global and connection level. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0298448c-5bad-4760-9382-06d58ed07edc

Chicago Manual of Style (16^{th} Edition):

Koning, Laetitia (author). “Digital Fabrication of a Timber Bridge: Design, optimisation, fabrication and testing at global and connection level.” 2018. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:0298448c-5bad-4760-9382-06d58ed07edc.

MLA Handbook (7^{th} Edition):

Koning, Laetitia (author). “Digital Fabrication of a Timber Bridge: Design, optimisation, fabrication and testing at global and connection level.” 2018. Web. 17 Jan 2021.

Vancouver:

Koning L(. Digital Fabrication of a Timber Bridge: Design, optimisation, fabrication and testing at global and connection level. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:0298448c-5bad-4760-9382-06d58ed07edc.

Council of Science Editors:

Koning L(. Digital Fabrication of a Timber Bridge: Design, optimisation, fabrication and testing at global and connection level. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:0298448c-5bad-4760-9382-06d58ed07edc

Delft University of Technology

13. Dhanmeher, Saurabh (author). Crack pattern observations to finite element simulation: An exploratory study for detailed assessment of reinforced concrete structures.

Degree: 2017, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:0760c637-d1f4-4d4d-aabd-27de21b9f132

► Uncertainties regarding structural safety of reinforced concrete structures may warrant a need for a detailed assessment. A detailed assessment using nonlinear finite element analysis is…
(more)

Subjects/Keywords: finite element simulation; Crack pattern observation; reinforced concrete structures

Record Details Similar Records

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APA (6^{th} Edition):

Dhanmeher, S. (. (2017). Crack pattern observations to finite element simulation: An exploratory study for detailed assessment of reinforced concrete structures. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0760c637-d1f4-4d4d-aabd-27de21b9f132

Chicago Manual of Style (16^{th} Edition):

Dhanmeher, Saurabh (author). “Crack pattern observations to finite element simulation: An exploratory study for detailed assessment of reinforced concrete structures.” 2017. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:0760c637-d1f4-4d4d-aabd-27de21b9f132.

MLA Handbook (7^{th} Edition):

Dhanmeher, Saurabh (author). “Crack pattern observations to finite element simulation: An exploratory study for detailed assessment of reinforced concrete structures.” 2017. Web. 17 Jan 2021.

Vancouver:

Dhanmeher S(. Crack pattern observations to finite element simulation: An exploratory study for detailed assessment of reinforced concrete structures. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:0760c637-d1f4-4d4d-aabd-27de21b9f132.

Council of Science Editors:

Dhanmeher S(. Crack pattern observations to finite element simulation: An exploratory study for detailed assessment of reinforced concrete structures. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:0760c637-d1f4-4d4d-aabd-27de21b9f132

Delft University of Technology

14. Maulizar, Audy (author). Comparison study of computational modeling approaches for calcium silicate elements masonry structures.

Degree: 2020, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:a297c47b-ceaf-4345-8ae5-db698777b2e5

► The increased seismicity due to the exploitation of natural gas in the Groningen region has put many residential buildings in the region at risk of…
(more)

Subjects/Keywords: Masonry; Numerical Analysis; CS Element; Total Strain Crack Model; engineering masonry model; Micro-model; Macro-model

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Maulizar, A. (. (2020). Comparison study of computational modeling approaches for calcium silicate elements masonry structures. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a297c47b-ceaf-4345-8ae5-db698777b2e5

Chicago Manual of Style (16^{th} Edition):

Maulizar, Audy (author). “Comparison study of computational modeling approaches for calcium silicate elements masonry structures.” 2020. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:a297c47b-ceaf-4345-8ae5-db698777b2e5.

MLA Handbook (7^{th} Edition):

Maulizar, Audy (author). “Comparison study of computational modeling approaches for calcium silicate elements masonry structures.” 2020. Web. 17 Jan 2021.

Vancouver:

Maulizar A(. Comparison study of computational modeling approaches for calcium silicate elements masonry structures. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:a297c47b-ceaf-4345-8ae5-db698777b2e5.

Council of Science Editors:

Maulizar A(. Comparison study of computational modeling approaches for calcium silicate elements masonry structures. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:a297c47b-ceaf-4345-8ae5-db698777b2e5

Delft University of Technology

15. Bindiganavile Ramadas, Srinidhi (author). A Hyperbolic model for Degradation in Tension mode-I Fracture of Masonry: Implementation and Validation in Engineering masonry model.

Degree: 2018, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:3c5dce16-f7c7-479f-80df-1bf141e0bf42

►

The growing need to understand the behaviour of un-reinforced masonry URM), subjected to repeated light man-made earthquakes caused by the extraction of gas in the… (more)

Subjects/Keywords: Unreinforce masonry structures; Degradation; engineering masonry model; DIANA; FEM modelling; Tension mode-I

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Bindiganavile Ramadas, S. (. (2018). A Hyperbolic model for Degradation in Tension mode-I Fracture of Masonry: Implementation and Validation in Engineering masonry model. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3c5dce16-f7c7-479f-80df-1bf141e0bf42

Chicago Manual of Style (16^{th} Edition):

Bindiganavile Ramadas, Srinidhi (author). “A Hyperbolic model for Degradation in Tension mode-I Fracture of Masonry: Implementation and Validation in Engineering masonry model.” 2018. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:3c5dce16-f7c7-479f-80df-1bf141e0bf42.

MLA Handbook (7^{th} Edition):

Bindiganavile Ramadas, Srinidhi (author). “A Hyperbolic model for Degradation in Tension mode-I Fracture of Masonry: Implementation and Validation in Engineering masonry model.” 2018. Web. 17 Jan 2021.

Vancouver:

Bindiganavile Ramadas S(. A Hyperbolic model for Degradation in Tension mode-I Fracture of Masonry: Implementation and Validation in Engineering masonry model. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:3c5dce16-f7c7-479f-80df-1bf141e0bf42.

Council of Science Editors:

Bindiganavile Ramadas S(. A Hyperbolic model for Degradation in Tension mode-I Fracture of Masonry: Implementation and Validation in Engineering masonry model. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:3c5dce16-f7c7-479f-80df-1bf141e0bf42

Delft University of Technology

16. Mussche, Henk (author). Development of a Reliable and Efficient 3D Calculation Model of a High-Rise Building Under Seismic Loading.

Degree: 2018, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:903db796-7f25-4ce3-b5ce-c92fd207c883

►

This thesis research focusses on the development of a reliable and efficient 3D calculation model of an existing high-rise, reinforced concrete building in the Groningen… (more)

Subjects/Keywords: Seismic; Abaqus; 3D Model; Reliable; Efficient; 1D Model; Simulia; Matlab; Groningen; Response; Response Spectrum; Accelerogram; NPR; Near Collapse; Seismic loading; Modal Response Spectrum Analysis; Verification; Base Shear; Existing; High-Rise; Reinforced Concrete; Earthquake; Earthquake analysis; Human induced; Gas extraction; dynamic behaviour; strengthening; strengthening measures; Zonneveld ingenieurs; TU Delft; Harm Hoorn; Jan Rots; Max Hendriks; NPR9998; Eurocode 8; Concrete Damaged Plasticity; NLTH; NLTH Analysis; Euler Bernoulli; Plastic analysis; Non-linear; Awesome; Optimisation; Finite Element Method; FEM; Analysis; Henk Mussche

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Mussche, H. (. (2018). Development of a Reliable and Efficient 3D Calculation Model of a High-Rise Building Under Seismic Loading. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:903db796-7f25-4ce3-b5ce-c92fd207c883

Chicago Manual of Style (16^{th} Edition):

Mussche, Henk (author). “Development of a Reliable and Efficient 3D Calculation Model of a High-Rise Building Under Seismic Loading.” 2018. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:903db796-7f25-4ce3-b5ce-c92fd207c883.

MLA Handbook (7^{th} Edition):

Mussche, Henk (author). “Development of a Reliable and Efficient 3D Calculation Model of a High-Rise Building Under Seismic Loading.” 2018. Web. 17 Jan 2021.

Vancouver:

Mussche H(. Development of a Reliable and Efficient 3D Calculation Model of a High-Rise Building Under Seismic Loading. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:903db796-7f25-4ce3-b5ce-c92fd207c883.

Council of Science Editors:

Mussche H(. Development of a Reliable and Efficient 3D Calculation Model of a High-Rise Building Under Seismic Loading. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:903db796-7f25-4ce3-b5ce-c92fd207c883

Delft University of Technology

17. Xu, Tianqi (author). Modeling the seismic response of a two-storey calcium silicate brick masonry structure with nonlinear pushover and time-history analyses.

Degree: 2018, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:dcc97b15-0b76-4b90-8a22-a86f23cffe3c

► In the recent years, increasing induced seismic activities have been observed in the northern part of the Netherlands due to gas extraction. These seismic events…
(more)

Subjects/Keywords: unreinforced masonry; seismic response; nonlinear pushover analysis; nonlinear time-history analysis

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Xu, T. (. (2018). Modeling the seismic response of a two-storey calcium silicate brick masonry structure with nonlinear pushover and time-history analyses. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:dcc97b15-0b76-4b90-8a22-a86f23cffe3c

Chicago Manual of Style (16^{th} Edition):

Xu, Tianqi (author). “Modeling the seismic response of a two-storey calcium silicate brick masonry structure with nonlinear pushover and time-history analyses.” 2018. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:dcc97b15-0b76-4b90-8a22-a86f23cffe3c.

MLA Handbook (7^{th} Edition):

Xu, Tianqi (author). “Modeling the seismic response of a two-storey calcium silicate brick masonry structure with nonlinear pushover and time-history analyses.” 2018. Web. 17 Jan 2021.

Vancouver:

Xu T(. Modeling the seismic response of a two-storey calcium silicate brick masonry structure with nonlinear pushover and time-history analyses. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:dcc97b15-0b76-4b90-8a22-a86f23cffe3c.

Council of Science Editors:

Xu T(. Modeling the seismic response of a two-storey calcium silicate brick masonry structure with nonlinear pushover and time-history analyses. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:dcc97b15-0b76-4b90-8a22-a86f23cffe3c

Delft University of Technology

18. Ferket, Max (author). Sequentially linear analysis with equivalent frame method to simulate unreinforced masonry structures.

Degree: 2018, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:9ecdea11-ef2d-4fd0-910c-a2442ff5705a

►

This research investigates how the equivalent frame method in combination with a sequentially linear analysis can be used to model the behaviour of a façade… (more)

Subjects/Keywords: SLA; Sequentially linear analysis; Equivalent frame method; Pavia experiment; Earthquake analsyis; Unreinforce masonry structures; URM; Finite Element Analysis; FEA

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Ferket, M. (. (2018). Sequentially linear analysis with equivalent frame method to simulate unreinforced masonry structures. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:9ecdea11-ef2d-4fd0-910c-a2442ff5705a

Chicago Manual of Style (16^{th} Edition):

Ferket, Max (author). “Sequentially linear analysis with equivalent frame method to simulate unreinforced masonry structures.” 2018. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:9ecdea11-ef2d-4fd0-910c-a2442ff5705a.

MLA Handbook (7^{th} Edition):

Ferket, Max (author). “Sequentially linear analysis with equivalent frame method to simulate unreinforced masonry structures.” 2018. Web. 17 Jan 2021.

Vancouver:

Ferket M(. Sequentially linear analysis with equivalent frame method to simulate unreinforced masonry structures. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:9ecdea11-ef2d-4fd0-910c-a2442ff5705a.

Council of Science Editors:

Ferket M(. Sequentially linear analysis with equivalent frame method to simulate unreinforced masonry structures. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:9ecdea11-ef2d-4fd0-910c-a2442ff5705a

Delft University of Technology

19. Kadaba Srinivasan, Adarsha (author). Seismic assessment of a detached masonry building using non-linear analyses.

Degree: 2017, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:af7280f0-f4a7-4f5e-a2cb-d3e0abdc58b2

► Masonry is one of the oldest and popular building materials used world over. The constituent materials are readily available and hence are cheap in most…
(more)

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Kadaba Srinivasan, A. (. (2017). Seismic assessment of a detached masonry building using non-linear analyses. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:af7280f0-f4a7-4f5e-a2cb-d3e0abdc58b2

Chicago Manual of Style (16^{th} Edition):

Kadaba Srinivasan, Adarsha (author). “Seismic assessment of a detached masonry building using non-linear analyses.” 2017. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:af7280f0-f4a7-4f5e-a2cb-d3e0abdc58b2.

MLA Handbook (7^{th} Edition):

Kadaba Srinivasan, Adarsha (author). “Seismic assessment of a detached masonry building using non-linear analyses.” 2017. Web. 17 Jan 2021.

Vancouver:

Kadaba Srinivasan A(. Seismic assessment of a detached masonry building using non-linear analyses. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:af7280f0-f4a7-4f5e-a2cb-d3e0abdc58b2.

Council of Science Editors:

Kadaba Srinivasan A(. Seismic assessment of a detached masonry building using non-linear analyses. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:af7280f0-f4a7-4f5e-a2cb-d3e0abdc58b2

Delft University of Technology

20. Galanakis, Nikos (author). Determination of the displacement demand for the out-of-plane seismic response of unreinforced masonry walls for the Groningen Case.

Degree: 2019, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:47f04627-fdd4-443d-b4c6-c913c8730aac

► This research describes the demand of a Displacement-based approach for the assessment of out-of plane behaviour of one-way vertically-spanning unreinforced masonry (URM) walls of terraced…
(more)

Subjects/Keywords: out-of-plane; URM walls; seismic; Floor Response Spectra; Height Coefficient; Shape Factor Coefficient; NPR; NZSEE; rocking mechanism; Opensees; Groningen earthquakes

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Galanakis, N. (. (2019). Determination of the displacement demand for the out-of-plane seismic response of unreinforced masonry walls for the Groningen Case. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:47f04627-fdd4-443d-b4c6-c913c8730aac

Chicago Manual of Style (16^{th} Edition):

Galanakis, Nikos (author). “Determination of the displacement demand for the out-of-plane seismic response of unreinforced masonry walls for the Groningen Case.” 2019. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:47f04627-fdd4-443d-b4c6-c913c8730aac.

MLA Handbook (7^{th} Edition):

Galanakis, Nikos (author). “Determination of the displacement demand for the out-of-plane seismic response of unreinforced masonry walls for the Groningen Case.” 2019. Web. 17 Jan 2021.

Vancouver:

Galanakis N(. Determination of the displacement demand for the out-of-plane seismic response of unreinforced masonry walls for the Groningen Case. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:47f04627-fdd4-443d-b4c6-c913c8730aac.

Council of Science Editors:

Galanakis N(. Determination of the displacement demand for the out-of-plane seismic response of unreinforced masonry walls for the Groningen Case. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:47f04627-fdd4-443d-b4c6-c913c8730aac

Delft University of Technology

21. van der Zanden, Marloes (author). Assessment of the seismic performance and sustainability of the Kath-Kuni building style in the Indian Himalaya.

Degree: 2018, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:6eeaa0c7-8d00-4a8e-ae80-79f6abf050bc

► Increasing disasters, due to urbanism in combination with the high probability of earthquakes in the Western Indian Himalayas, are impacting the well-being of local communities.…
(more)

Subjects/Keywords: Kath-Kuni; Vernacular architecture; Earthquake analsyis; Seismic engineering; Himalaya; India; Experimental study

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

van der Zanden, M. (. (2018). Assessment of the seismic performance and sustainability of the Kath-Kuni building style in the Indian Himalaya. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6eeaa0c7-8d00-4a8e-ae80-79f6abf050bc

Chicago Manual of Style (16^{th} Edition):

van der Zanden, Marloes (author). “Assessment of the seismic performance and sustainability of the Kath-Kuni building style in the Indian Himalaya.” 2018. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:6eeaa0c7-8d00-4a8e-ae80-79f6abf050bc.

MLA Handbook (7^{th} Edition):

van der Zanden, Marloes (author). “Assessment of the seismic performance and sustainability of the Kath-Kuni building style in the Indian Himalaya.” 2018. Web. 17 Jan 2021.

Vancouver:

van der Zanden M(. Assessment of the seismic performance and sustainability of the Kath-Kuni building style in the Indian Himalaya. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:6eeaa0c7-8d00-4a8e-ae80-79f6abf050bc.

Council of Science Editors:

van der Zanden M(. Assessment of the seismic performance and sustainability of the Kath-Kuni building style in the Indian Himalaya. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:6eeaa0c7-8d00-4a8e-ae80-79f6abf050bc

Delft University of Technology

22. Hendriks, Cas (author). A Conceptual Integrated Parametric Design Tool for Excavation Sites.

Degree: 2018, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:7e8c8b7a-12e9-42c3-908e-0ca476cbb236

► Building Information Modelling (BIM) technologies are changing the conventional structural design process. BIM level-1 and level-2 are providing guidelines and frameworks for standardization with the…
(more)

Subjects/Keywords: BIM; Parametric design; Interoperability; Standardization; Algorithmic design; Collaborative design; BIM level 3; excavation pits; Design tool; smart decision tool; Plaxis 2D

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Hendriks, C. (. (2018). A Conceptual Integrated Parametric Design Tool for Excavation Sites. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:7e8c8b7a-12e9-42c3-908e-0ca476cbb236

Chicago Manual of Style (16^{th} Edition):

Hendriks, Cas (author). “A Conceptual Integrated Parametric Design Tool for Excavation Sites.” 2018. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:7e8c8b7a-12e9-42c3-908e-0ca476cbb236.

MLA Handbook (7^{th} Edition):

Hendriks, Cas (author). “A Conceptual Integrated Parametric Design Tool for Excavation Sites.” 2018. Web. 17 Jan 2021.

Vancouver:

Hendriks C(. A Conceptual Integrated Parametric Design Tool for Excavation Sites. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:7e8c8b7a-12e9-42c3-908e-0ca476cbb236.

Council of Science Editors:

Hendriks C(. A Conceptual Integrated Parametric Design Tool for Excavation Sites. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:7e8c8b7a-12e9-42c3-908e-0ca476cbb236

Delft University of Technology

23. nobel, willem (author). A fibre flexure: Lumped shear model for masonry structures.

Degree: 2017, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:f2b6fcde-b2d6-4c8d-96bc-26cfc45d7e56

► Existing sophisticated numerical micro- and macro models have already proven to be capable of simulating typical masonry behaviour. However, assessing the global response of masonry…
(more)

Subjects/Keywords: fibre beam; numerically integrated beam; fibre discretization; nodal interface element; distributed plasticity; lumped plasticity; equivalent frame

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

nobel, w. (. (2017). A fibre flexure: Lumped shear model for masonry structures. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f2b6fcde-b2d6-4c8d-96bc-26cfc45d7e56

Chicago Manual of Style (16^{th} Edition):

nobel, willem (author). “A fibre flexure: Lumped shear model for masonry structures.” 2017. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:f2b6fcde-b2d6-4c8d-96bc-26cfc45d7e56.

MLA Handbook (7^{th} Edition):

nobel, willem (author). “A fibre flexure: Lumped shear model for masonry structures.” 2017. Web. 17 Jan 2021.

Vancouver:

nobel w(. A fibre flexure: Lumped shear model for masonry structures. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:f2b6fcde-b2d6-4c8d-96bc-26cfc45d7e56.

Council of Science Editors:

nobel w(. A fibre flexure: Lumped shear model for masonry structures. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:f2b6fcde-b2d6-4c8d-96bc-26cfc45d7e56

Delft University of Technology

24. de Groot, Arthur (author). Structural Window Design for In-plane Seismic Strengthening: Numerical Predictions of Strengthening Unreinforced Masonry Structures in Groningen.

Degree: 2019, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:c87367bf-54ae-4bdb-898f-5bf9c7555c55

►

In recent decades, gas production has caused numerous human-induced shallow earthquakes in the province of Groningen, The Netherlands. The buildings in this area were not… (more)

Subjects/Keywords: Groningen earthquakes; Terraced house; Unreinforced masonry structures; in-plane strengthening; timber-glass composite wall; structural window design; structural adhesive; Structural glass; Numerical modelling; Pushover analysis; monotonic load; seismic performance; Damage Limitation; Near Collapse

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

de Groot, A. (. (2019). Structural Window Design for In-plane Seismic Strengthening: Numerical Predictions of Strengthening Unreinforced Masonry Structures in Groningen. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c87367bf-54ae-4bdb-898f-5bf9c7555c55

Chicago Manual of Style (16^{th} Edition):

de Groot, Arthur (author). “Structural Window Design for In-plane Seismic Strengthening: Numerical Predictions of Strengthening Unreinforced Masonry Structures in Groningen.” 2019. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:c87367bf-54ae-4bdb-898f-5bf9c7555c55.

MLA Handbook (7^{th} Edition):

de Groot, Arthur (author). “Structural Window Design for In-plane Seismic Strengthening: Numerical Predictions of Strengthening Unreinforced Masonry Structures in Groningen.” 2019. Web. 17 Jan 2021.

Vancouver:

de Groot A(. Structural Window Design for In-plane Seismic Strengthening: Numerical Predictions of Strengthening Unreinforced Masonry Structures in Groningen. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:c87367bf-54ae-4bdb-898f-5bf9c7555c55.

Council of Science Editors:

de Groot A(. Structural Window Design for In-plane Seismic Strengthening: Numerical Predictions of Strengthening Unreinforced Masonry Structures in Groningen. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:c87367bf-54ae-4bdb-898f-5bf9c7555c55

Delft University of Technology

25. Soni, Mohit (author). Behaviour of two-way spanning walls subjected to out-of-plane loading by numerical analysis.

Degree: 2019, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:e38f8648-a1cd-4db4-8489-a8c82f4b7b75

► Unreinforced masonry (URM) buildings are vulnerable when subjected to out-of-plane dynamic loading, especially under as earthquakes. Within the masonry building, the wall spanning in the…
(more)

Subjects/Keywords: Unreinforced masonry wall; Out-of-plane behaviour; Numerical Analysis; Orthotropic vs Isotropic material

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Soni, M. (. (2019). Behaviour of two-way spanning walls subjected to out-of-plane loading by numerical analysis. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e38f8648-a1cd-4db4-8489-a8c82f4b7b75

Chicago Manual of Style (16^{th} Edition):

Soni, Mohit (author). “Behaviour of two-way spanning walls subjected to out-of-plane loading by numerical analysis.” 2019. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:e38f8648-a1cd-4db4-8489-a8c82f4b7b75.

MLA Handbook (7^{th} Edition):

Soni, Mohit (author). “Behaviour of two-way spanning walls subjected to out-of-plane loading by numerical analysis.” 2019. Web. 17 Jan 2021.

Vancouver:

Soni M(. Behaviour of two-way spanning walls subjected to out-of-plane loading by numerical analysis. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:e38f8648-a1cd-4db4-8489-a8c82f4b7b75.

Council of Science Editors:

Soni M(. Behaviour of two-way spanning walls subjected to out-of-plane loading by numerical analysis. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:e38f8648-a1cd-4db4-8489-a8c82f4b7b75

Delft University of Technology

26. Xu, Jie (author). An Investigation into Solution Strategies for Nonlinear Finite Element Analysis of a Concrete Column under Blast Loading.

Degree: 2019, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:abe18eff-03a2-4837-a73a-a366735102db

► An explosion event, having a low probability of occurrence but severe consequences, due to a possible structural collapse, is a so-called "Low Probability and High…
(more)

Subjects/Keywords: Explosions; Nonlinear Analyses; NLFEM; Transient Analyses; Solution Strategies

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Xu, J. (. (2019). An Investigation into Solution Strategies for Nonlinear Finite Element Analysis of a Concrete Column under Blast Loading. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:abe18eff-03a2-4837-a73a-a366735102db

Chicago Manual of Style (16^{th} Edition):

Xu, Jie (author). “An Investigation into Solution Strategies for Nonlinear Finite Element Analysis of a Concrete Column under Blast Loading.” 2019. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:abe18eff-03a2-4837-a73a-a366735102db.

MLA Handbook (7^{th} Edition):

Xu, Jie (author). “An Investigation into Solution Strategies for Nonlinear Finite Element Analysis of a Concrete Column under Blast Loading.” 2019. Web. 17 Jan 2021.

Vancouver:

Xu J(. An Investigation into Solution Strategies for Nonlinear Finite Element Analysis of a Concrete Column under Blast Loading. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:abe18eff-03a2-4837-a73a-a366735102db.

Council of Science Editors:

Xu J(. An Investigation into Solution Strategies for Nonlinear Finite Element Analysis of a Concrete Column under Blast Loading. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:abe18eff-03a2-4837-a73a-a366735102db

Delft University of Technology

27. Peponis, Stathis (author). Assessment of Existing Slender Masonry Walls beyond the Scope of the EN 1996 Norm: Numerically Based Analytical Solution to determine the Capacity under combined Vertical and Lateral Loading.

Degree: 2020, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:370dd662-e546-412a-b5a8-9b555441632c

►

In the last decade, maintenance and adaptive reuse, of the existing building stock, have gained ground in the construction sector. For the adaptive reuse of… (more)

Subjects/Keywords: Unreinforced Masonry; Buckling; Lateral Loads; Existing Buildings; EN 1996; Analytical Solutions; Finite Element Method

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Peponis, S. (. (2020). Assessment of Existing Slender Masonry Walls beyond the Scope of the EN 1996 Norm: Numerically Based Analytical Solution to determine the Capacity under combined Vertical and Lateral Loading. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:370dd662-e546-412a-b5a8-9b555441632c

Chicago Manual of Style (16^{th} Edition):

Peponis, Stathis (author). “Assessment of Existing Slender Masonry Walls beyond the Scope of the EN 1996 Norm: Numerically Based Analytical Solution to determine the Capacity under combined Vertical and Lateral Loading.” 2020. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:370dd662-e546-412a-b5a8-9b555441632c.

MLA Handbook (7^{th} Edition):

Peponis, Stathis (author). “Assessment of Existing Slender Masonry Walls beyond the Scope of the EN 1996 Norm: Numerically Based Analytical Solution to determine the Capacity under combined Vertical and Lateral Loading.” 2020. Web. 17 Jan 2021.

Vancouver:

Peponis S(. Assessment of Existing Slender Masonry Walls beyond the Scope of the EN 1996 Norm: Numerically Based Analytical Solution to determine the Capacity under combined Vertical and Lateral Loading. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:370dd662-e546-412a-b5a8-9b555441632c.

Council of Science Editors:

Peponis S(. Assessment of Existing Slender Masonry Walls beyond the Scope of the EN 1996 Norm: Numerically Based Analytical Solution to determine the Capacity under combined Vertical and Lateral Loading. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:370dd662-e546-412a-b5a8-9b555441632c

Delft University of Technology

28. Goud, Thomas (author). Rocking revisited 4: Analysis of rocking-induced stresses for concrete breakwater armour units.

Degree: 2020, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:f2613769-08af-404a-b1a0-1d076318edcd

►

When a breakwater is under heavy wave attack, the concrete armour units will occasionally move, causing a collision between two concrete armour units. This process… (more)

Subjects/Keywords: breakwater; concrete armour unit; Monte Carlo simulation; Probability of failure; impact velocity; impact force; stress

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Goud, T. (. (2020). Rocking revisited 4: Analysis of rocking-induced stresses for concrete breakwater armour units. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f2613769-08af-404a-b1a0-1d076318edcd

Chicago Manual of Style (16^{th} Edition):

Goud, Thomas (author). “Rocking revisited 4: Analysis of rocking-induced stresses for concrete breakwater armour units.” 2020. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:f2613769-08af-404a-b1a0-1d076318edcd.

MLA Handbook (7^{th} Edition):

Goud, Thomas (author). “Rocking revisited 4: Analysis of rocking-induced stresses for concrete breakwater armour units.” 2020. Web. 17 Jan 2021.

Vancouver:

Goud T(. Rocking revisited 4: Analysis of rocking-induced stresses for concrete breakwater armour units. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:f2613769-08af-404a-b1a0-1d076318edcd.

Council of Science Editors:

Goud T(. Rocking revisited 4: Analysis of rocking-induced stresses for concrete breakwater armour units. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:f2613769-08af-404a-b1a0-1d076318edcd

Delft University of Technology

29. Grund, Mitchel (author). Urban quay walls: A numerical study to recognize foundation defects via masonry damage patterns.

Degree: 2020, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:4688cc06-dd2a-451c-b6bb-0c0a0068802e

► The city of Amsterdam has a large number of old quay walls with rotten foundation piles. These foundation piles need to be identified and measures…
(more)

Subjects/Keywords: Unreinforced masonry structures; Quay walls; finite element analysis; Amsterdam

Record Details Similar Records

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Grund, M. (. (2020). Urban quay walls: A numerical study to recognize foundation defects via masonry damage patterns. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4688cc06-dd2a-451c-b6bb-0c0a0068802e

Chicago Manual of Style (16^{th} Edition):

Grund, Mitchel (author). “Urban quay walls: A numerical study to recognize foundation defects via masonry damage patterns.” 2020. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:4688cc06-dd2a-451c-b6bb-0c0a0068802e.

MLA Handbook (7^{th} Edition):

Grund, Mitchel (author). “Urban quay walls: A numerical study to recognize foundation defects via masonry damage patterns.” 2020. Web. 17 Jan 2021.

Vancouver:

Grund M(. Urban quay walls: A numerical study to recognize foundation defects via masonry damage patterns. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:4688cc06-dd2a-451c-b6bb-0c0a0068802e.

Council of Science Editors:

Grund M(. Urban quay walls: A numerical study to recognize foundation defects via masonry damage patterns. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:4688cc06-dd2a-451c-b6bb-0c0a0068802e

Delft University of Technology

30. Noortman, Falko (author). Applicability of the Pushover Method for the Seismic Assessment of URM Structures in Groningen: A Case Study of a Low-Rise Apartment Building.

Degree: 2019, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:2eef747e-441f-4358-996a-8db73571ad76

► In Groningen, seismic activity has increased due to the extraction of gas in the area. A large-scale research campaign has been launched with the aim…
(more)

Subjects/Keywords: Gronningen; Earthquakes; NLTH; NLPO; MRS; Non linear time History; Nonlinear Pushover; Modal Response Spectrum; URM

Record Details Similar Records

❌

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^{th} Edition):

Noortman, F. (. (2019). Applicability of the Pushover Method for the Seismic Assessment of URM Structures in Groningen: A Case Study of a Low-Rise Apartment Building. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:2eef747e-441f-4358-996a-8db73571ad76

Chicago Manual of Style (16^{th} Edition):

Noortman, Falko (author). “Applicability of the Pushover Method for the Seismic Assessment of URM Structures in Groningen: A Case Study of a Low-Rise Apartment Building.” 2019. Masters Thesis, Delft University of Technology. Accessed January 17, 2021. http://resolver.tudelft.nl/uuid:2eef747e-441f-4358-996a-8db73571ad76.

MLA Handbook (7^{th} Edition):

Noortman, Falko (author). “Applicability of the Pushover Method for the Seismic Assessment of URM Structures in Groningen: A Case Study of a Low-Rise Apartment Building.” 2019. Web. 17 Jan 2021.

Vancouver:

Noortman F(. Applicability of the Pushover Method for the Seismic Assessment of URM Structures in Groningen: A Case Study of a Low-Rise Apartment Building. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2021 Jan 17]. Available from: http://resolver.tudelft.nl/uuid:2eef747e-441f-4358-996a-8db73571ad76.

Council of Science Editors:

Noortman F(. Applicability of the Pushover Method for the Seismic Assessment of URM Structures in Groningen: A Case Study of a Low-Rise Apartment Building. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:2eef747e-441f-4358-996a-8db73571ad76