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You searched for +publisher:"Delft University of Technology" +contributor:("Rots, Jan"). Showing records 1 – 30 of 52 total matches.

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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

 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 (6th 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 (16th 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 (7th 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

 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 (6th 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 (16th 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 (7th 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

 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 (6th 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 (16th 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 (7th 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

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 (6th 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 (16th 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 (7th 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

 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 (6th 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 (16th 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 (7th 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

 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 (6th 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 (16th 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 (7th 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

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

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APA (6th 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 (16th 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 (7th 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

 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 (6th 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 (16th 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 (7th 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

 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 (6th 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 (16th 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 (7th 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

 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

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APA (6th 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 (16th 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 (7th 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

 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

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APA (6th 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 (16th 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 (7th 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

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

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APA (6th 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 (16th 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 (7th 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

 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

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APA (6th 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 (16th 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 (7th 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

 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

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APA (6th 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 (16th 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 (7th 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

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

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APA (6th 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 (16th 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 (7th 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

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

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APA (6th 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 (16th 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 (7th 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

 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

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APA (6th 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 (16th 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 (7th 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

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

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APA (6th 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 (16th 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 (7th 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

 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)

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APA (6th 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 (16th 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 (7th 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

 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

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APA (6th 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 (16th 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 (7th 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

 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

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APA (6th 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 (16th 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 (7th 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

 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

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APA (6th 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 (16th 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 (7th 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

 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

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APA (6th 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 (16th 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 (7th 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

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

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APA (6th 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 (16th 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 (7th 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

 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

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APA (6th 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 (16th 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 (7th 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

 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 (6th 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 (16th 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 (7th 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

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

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APA (6th 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 (16th 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 (7th 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

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

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APA (6th 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 (16th 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 (7th 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

 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

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

APA (6th 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 (16th 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 (7th 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

 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

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

APA (6th 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 (16th 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 (7th 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

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