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You searched for subject:(Seismic load). Showing records 1 – 30 of 35 total matches.

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1. Ahmad, Fokruddin. Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads.

Degree: MS, Civil Engineering, 2015, University of North Dakota

  Extensive investigations have verified that frame systems consist of concrete-filled steel tubular (CFST) columns have more benefits than ordinary reinforced concrete and steel systems.… (more)

Subjects/Keywords: Buckling; Concrete Filled Tube; Cyclic Load; Hollow Steel Column; Seismic Load; Tubular Column

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APA (6th Edition):

Ahmad, F. (2015). Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads. (Masters Thesis). University of North Dakota. Retrieved from https://commons.und.edu/theses/1859

Chicago Manual of Style (16th Edition):

Ahmad, Fokruddin. “Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads.” 2015. Masters Thesis, University of North Dakota. Accessed January 17, 2020. https://commons.und.edu/theses/1859.

MLA Handbook (7th Edition):

Ahmad, Fokruddin. “Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads.” 2015. Web. 17 Jan 2020.

Vancouver:

Ahmad F. Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads. [Internet] [Masters thesis]. University of North Dakota; 2015. [cited 2020 Jan 17]. Available from: https://commons.und.edu/theses/1859.

Council of Science Editors:

Ahmad F. Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads. [Masters Thesis]. University of North Dakota; 2015. Available from: https://commons.und.edu/theses/1859


Texas A&M University

2. Marsy, Vincent S. Dynamic Load Balancing in a Geophysics Application Using STAPL.

Degree: 2015, Texas A&M University

Seismic wavefront simulation is a common method to understand the composition of earth below the surface, especially for hydrocarbon exploration. One of these simulation methods… (more)

Subjects/Keywords: parallel programming; seismic simulation; wavefront construction algorithm; load balancing; data redistribution

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APA (6th Edition):

Marsy, V. S. (2015). Dynamic Load Balancing in a Geophysics Application Using STAPL. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155740

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Marsy, Vincent S. “Dynamic Load Balancing in a Geophysics Application Using STAPL.” 2015. Thesis, Texas A&M University. Accessed January 17, 2020. http://hdl.handle.net/1969.1/155740.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Marsy, Vincent S. “Dynamic Load Balancing in a Geophysics Application Using STAPL.” 2015. Web. 17 Jan 2020.

Vancouver:

Marsy VS. Dynamic Load Balancing in a Geophysics Application Using STAPL. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/1969.1/155740.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Marsy VS. Dynamic Load Balancing in a Geophysics Application Using STAPL. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155740

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Adelaide

3. Dong, Xiang. Thermal and structural performances of insulated cavity rammed earth wall houses.

Degree: 2015, University of Adelaide

 Rammed earth (RE) wall construction is perceived to carry extremely low embodied energy and have desirable thermal performance without much energy input for heating and… (more)

Subjects/Keywords: rammed earth; insulation; cavity; seismic loads; thermal performance; energy load

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APA (6th Edition):

Dong, . X. (2015). Thermal and structural performances of insulated cavity rammed earth wall houses. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/97250

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Dong, Xiang. “Thermal and structural performances of insulated cavity rammed earth wall houses.” 2015. Thesis, University of Adelaide. Accessed January 17, 2020. http://hdl.handle.net/2440/97250.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Dong, Xiang. “Thermal and structural performances of insulated cavity rammed earth wall houses.” 2015. Web. 17 Jan 2020.

Vancouver:

Dong X. Thermal and structural performances of insulated cavity rammed earth wall houses. [Internet] [Thesis]. University of Adelaide; 2015. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/2440/97250.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Dong X. Thermal and structural performances of insulated cavity rammed earth wall houses. [Thesis]. University of Adelaide; 2015. Available from: http://hdl.handle.net/2440/97250

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Manitoba

4. Mohit, Syed Abdullah. Seismic performance of circular columns rehabilitated with sprayed-GFRP composites.

Degree: Civil Engineering, 2018, University of Manitoba

 This study investigates the seismic behaviour of RC circular columns rehabilitated using sprayed-glass fibre reinforced polymer (sprayed-GFRP) composites. Six large-scale RC circular columns were constructed… (more)

Subjects/Keywords: Seismic load; Circular columns; Rehabilitation; Sprayed-GFRP composites

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APA (6th Edition):

Mohit, S. A. (2018). Seismic performance of circular columns rehabilitated with sprayed-GFRP composites. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/33214

Chicago Manual of Style (16th Edition):

Mohit, Syed Abdullah. “Seismic performance of circular columns rehabilitated with sprayed-GFRP composites.” 2018. Masters Thesis, University of Manitoba. Accessed January 17, 2020. http://hdl.handle.net/1993/33214.

MLA Handbook (7th Edition):

Mohit, Syed Abdullah. “Seismic performance of circular columns rehabilitated with sprayed-GFRP composites.” 2018. Web. 17 Jan 2020.

Vancouver:

Mohit SA. Seismic performance of circular columns rehabilitated with sprayed-GFRP composites. [Internet] [Masters thesis]. University of Manitoba; 2018. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/1993/33214.

Council of Science Editors:

Mohit SA. Seismic performance of circular columns rehabilitated with sprayed-GFRP composites. [Masters Thesis]. University of Manitoba; 2018. Available from: http://hdl.handle.net/1993/33214


The Ohio State University

5. Yuan, Mengfei. LATERAL DISPLACEMENT OF REINFORCED CONCRETE FRAME BUILDINGS.

Degree: MS, Civil Engineering, 2014, The Ohio State University

 The current design standard, ASCE 7 (2010), requires that the lateral displacements of a building must be calculated, typically using structural analysis software, and compared… (more)

Subjects/Keywords: Civil Engineering; Lateral displacement, Reinforced concrete frame building, Seismic load, ASCE 7

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APA (6th Edition):

Yuan, M. (2014). LATERAL DISPLACEMENT OF REINFORCED CONCRETE FRAME BUILDINGS. (Masters Thesis). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1417621416

Chicago Manual of Style (16th Edition):

Yuan, Mengfei. “LATERAL DISPLACEMENT OF REINFORCED CONCRETE FRAME BUILDINGS.” 2014. Masters Thesis, The Ohio State University. Accessed January 17, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1417621416.

MLA Handbook (7th Edition):

Yuan, Mengfei. “LATERAL DISPLACEMENT OF REINFORCED CONCRETE FRAME BUILDINGS.” 2014. Web. 17 Jan 2020.

Vancouver:

Yuan M. LATERAL DISPLACEMENT OF REINFORCED CONCRETE FRAME BUILDINGS. [Internet] [Masters thesis]. The Ohio State University; 2014. [cited 2020 Jan 17]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1417621416.

Council of Science Editors:

Yuan M. LATERAL DISPLACEMENT OF REINFORCED CONCRETE FRAME BUILDINGS. [Masters Thesis]. The Ohio State University; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1417621416


Texas A&M University

6. Alyabes, Abdullah Fahad. Static Load Balancing using Non-Uniform Mesh Partitioning based on Ray Density Prediction for the Parallel Wavefront Construction Method.

Degree: 2014, Texas A&M University

 The Wavefront Construction (WFC )method, which was developed based on ray theory, is one of the most efficient tools in seismic modeling. The main idea… (more)

Subjects/Keywords: seismic modeling; seismic modelling; seismic; ray tracing; wavefront construction method; WFC; standard template adaptive parallel library; STAPL; load balancing; geophysics; high performance computing

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

APA (6th Edition):

Alyabes, A. F. (2014). Static Load Balancing using Non-Uniform Mesh Partitioning based on Ray Density Prediction for the Parallel Wavefront Construction Method. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153417

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Alyabes, Abdullah Fahad. “Static Load Balancing using Non-Uniform Mesh Partitioning based on Ray Density Prediction for the Parallel Wavefront Construction Method.” 2014. Thesis, Texas A&M University. Accessed January 17, 2020. http://hdl.handle.net/1969.1/153417.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Alyabes, Abdullah Fahad. “Static Load Balancing using Non-Uniform Mesh Partitioning based on Ray Density Prediction for the Parallel Wavefront Construction Method.” 2014. Web. 17 Jan 2020.

Vancouver:

Alyabes AF. Static Load Balancing using Non-Uniform Mesh Partitioning based on Ray Density Prediction for the Parallel Wavefront Construction Method. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/1969.1/153417.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Alyabes AF. Static Load Balancing using Non-Uniform Mesh Partitioning based on Ray Density Prediction for the Parallel Wavefront Construction Method. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153417

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

7. Nguyen, Thi Thanh Huyen. Analyses du comportement de rupteurs thermiques sous sollicitations sismiques : Behavior of thermal breaks under seismic loads.

Degree: Docteur es, Mécanique, génie mécanique, génie civil, 2012, Cachan, Ecole normale supérieure

Compte tenu des attentes en termes de développements durables, de nouvelles solutions technologiques sont adoptées dans les bâtiments à basse consommation énergétique permettant de réduire… (more)

Subjects/Keywords: Génie civil; Rupteur thermique; Modèle macro; Essau PsD; Civil engineering; Thermal break; Seismic load; PsD testing

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APA (6th Edition):

Nguyen, T. T. H. (2012). Analyses du comportement de rupteurs thermiques sous sollicitations sismiques : Behavior of thermal breaks under seismic loads. (Doctoral Dissertation). Cachan, Ecole normale supérieure. Retrieved from http://www.theses.fr/2012DENS0012

Chicago Manual of Style (16th Edition):

Nguyen, Thi Thanh Huyen. “Analyses du comportement de rupteurs thermiques sous sollicitations sismiques : Behavior of thermal breaks under seismic loads.” 2012. Doctoral Dissertation, Cachan, Ecole normale supérieure. Accessed January 17, 2020. http://www.theses.fr/2012DENS0012.

MLA Handbook (7th Edition):

Nguyen, Thi Thanh Huyen. “Analyses du comportement de rupteurs thermiques sous sollicitations sismiques : Behavior of thermal breaks under seismic loads.” 2012. Web. 17 Jan 2020.

Vancouver:

Nguyen TTH. Analyses du comportement de rupteurs thermiques sous sollicitations sismiques : Behavior of thermal breaks under seismic loads. [Internet] [Doctoral dissertation]. Cachan, Ecole normale supérieure; 2012. [cited 2020 Jan 17]. Available from: http://www.theses.fr/2012DENS0012.

Council of Science Editors:

Nguyen TTH. Analyses du comportement de rupteurs thermiques sous sollicitations sismiques : Behavior of thermal breaks under seismic loads. [Doctoral Dissertation]. Cachan, Ecole normale supérieure; 2012. Available from: http://www.theses.fr/2012DENS0012

8. GAO XIAOYU. Analysis and retrofitting of fixed steel platforms under low seismic loads.

Degree: 2008, National University of Singapore

Subjects/Keywords: Low Seismic Load; Retrofitting; PSHA; Grout; CFRP; Offshore Platform

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APA (6th Edition):

XIAOYU, G. (2008). Analysis and retrofitting of fixed steel platforms under low seismic loads. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/19249

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

XIAOYU, GAO. “Analysis and retrofitting of fixed steel platforms under low seismic loads.” 2008. Thesis, National University of Singapore. Accessed January 17, 2020. http://scholarbank.nus.edu.sg/handle/10635/19249.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

XIAOYU, GAO. “Analysis and retrofitting of fixed steel platforms under low seismic loads.” 2008. Web. 17 Jan 2020.

Vancouver:

XIAOYU G. Analysis and retrofitting of fixed steel platforms under low seismic loads. [Internet] [Thesis]. National University of Singapore; 2008. [cited 2020 Jan 17]. Available from: http://scholarbank.nus.edu.sg/handle/10635/19249.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

XIAOYU G. Analysis and retrofitting of fixed steel platforms under low seismic loads. [Thesis]. National University of Singapore; 2008. Available from: http://scholarbank.nus.edu.sg/handle/10635/19249

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Rice University

9. Gao, Zhenjia. Computational framework for the analysis of hybrid masonry systems using an improved non-local technique.

Degree: PhD, Engineering, 2014, Rice University

 Hybrid masonry structures combine the ductility of steel components with the shear strength of reinforced masonry panels. The goal of this research is to provide… (more)

Subjects/Keywords: hybrid structures; damage mechanics; energy dissipation; load transfer; non-local algorithm; cyclic loading; seismic area; reinforced masonry wall; connector; steel frame

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APA (6th Edition):

Gao, Z. (2014). Computational framework for the analysis of hybrid masonry systems using an improved non-local technique. (Doctoral Dissertation). Rice University. Retrieved from http://hdl.handle.net/1911/105443

Chicago Manual of Style (16th Edition):

Gao, Zhenjia. “Computational framework for the analysis of hybrid masonry systems using an improved non-local technique.” 2014. Doctoral Dissertation, Rice University. Accessed January 17, 2020. http://hdl.handle.net/1911/105443.

MLA Handbook (7th Edition):

Gao, Zhenjia. “Computational framework for the analysis of hybrid masonry systems using an improved non-local technique.” 2014. Web. 17 Jan 2020.

Vancouver:

Gao Z. Computational framework for the analysis of hybrid masonry systems using an improved non-local technique. [Internet] [Doctoral dissertation]. Rice University; 2014. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/1911/105443.

Council of Science Editors:

Gao Z. Computational framework for the analysis of hybrid masonry systems using an improved non-local technique. [Doctoral Dissertation]. Rice University; 2014. Available from: http://hdl.handle.net/1911/105443


Iowa State University

10. Vander Werff, Justin R. Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions.

Degree: 2014, Iowa State University

 Accelerated bridge construction (ABC) is increasingly desired and needed, due to the aging transportation infrastructure across the United States and the always-growing demand placed on… (more)

Subjects/Keywords: Civil Engineering (Structural Engineering); Civil Engineering; Structural Engineering; accelerated bridge construction; connections; integral bridges; load distribution; precast; seismic; Civil Engineering

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

APA (6th Edition):

Vander Werff, J. R. (2014). Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/14244

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Vander Werff, Justin R. “Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions.” 2014. Thesis, Iowa State University. Accessed January 17, 2020. https://lib.dr.iastate.edu/etd/14244.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Vander Werff, Justin R. “Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions.” 2014. Web. 17 Jan 2020.

Vancouver:

Vander Werff JR. Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions. [Internet] [Thesis]. Iowa State University; 2014. [cited 2020 Jan 17]. Available from: https://lib.dr.iastate.edu/etd/14244.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Vander Werff JR. Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions. [Thesis]. Iowa State University; 2014. Available from: https://lib.dr.iastate.edu/etd/14244

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


KTH

11. Araghi, Pedram Tabatabaei. Seismic analysis of concrete structures within nuclear industry.

Degree: Concrete Structures, 2014, KTH

Earthquake has always been a hazard for civil structures and keeping the structures integrity during and after an earthquake is of vital importance. This… (more)

Subjects/Keywords: Earthquake; nuclear power plants; seismic design; Eurocode 8; DNB; load combination; primary seismic beam; primary seismic column; high ductility class (DCH); SMART2013; finite element analysis; natural frequency; seismic analysis; elastic response spectrum; ground response spectrum; Jordbävning; kärnkraftverk; jordbävningsdimensionering; Eurokod 8; DNB; lastkombination; primära seismiska balkar; primära seismiska pelare; hög duktilitetsklass (DCH); SMART2013; finita element analys; egenfrekvens; seismisk analys; elastiskresponsspektra; markresponsspektra

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APA (6th Edition):

Araghi, P. T. (2014). Seismic analysis of concrete structures within nuclear industry. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147215

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Araghi, Pedram Tabatabaei. “Seismic analysis of concrete structures within nuclear industry.” 2014. Thesis, KTH. Accessed January 17, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147215.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Araghi, Pedram Tabatabaei. “Seismic analysis of concrete structures within nuclear industry.” 2014. Web. 17 Jan 2020.

Vancouver:

Araghi PT. Seismic analysis of concrete structures within nuclear industry. [Internet] [Thesis]. KTH; 2014. [cited 2020 Jan 17]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147215.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Araghi PT. Seismic analysis of concrete structures within nuclear industry. [Thesis]. KTH; 2014. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147215

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

12. Denavit, Mark D. Characterization of behavior of steel-concrete composite members and frames with applications for design.

Degree: PhD, 0106, 2013, University of Illinois – Urbana-Champaign

 Steel-concrete composite frames are seeing increased use in practice. Their excellent structural characteristics, including high strength, stiffness, and ductility, make them an appealing option for… (more)

Subjects/Keywords: Composite Construction; Steel; Concrete; Nonlinear Analysis; Load Transfer; Stability; Seismic

…connection regions where load is transferred to the column from girders or braces. For CFTs… …Third, experimental results from one specimen that was subjected to a special load history are… …complex behavior observed in CFT members. The behavior of composite frames under seismic loading… …different seismic force resisting systems. The final chapter summarizes the work, draws… …axial load and cyclic lateral loading. The frames consisted of steel girders framing into… 

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APA (6th Edition):

Denavit, M. D. (2013). Characterization of behavior of steel-concrete composite members and frames with applications for design. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/42420

Chicago Manual of Style (16th Edition):

Denavit, Mark D. “Characterization of behavior of steel-concrete composite members and frames with applications for design.” 2013. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 17, 2020. http://hdl.handle.net/2142/42420.

MLA Handbook (7th Edition):

Denavit, Mark D. “Characterization of behavior of steel-concrete composite members and frames with applications for design.” 2013. Web. 17 Jan 2020.

Vancouver:

Denavit MD. Characterization of behavior of steel-concrete composite members and frames with applications for design. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2013. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/2142/42420.

Council of Science Editors:

Denavit MD. Characterization of behavior of steel-concrete composite members and frames with applications for design. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2013. Available from: http://hdl.handle.net/2142/42420


University of Arkansas

13. Desrochers, Clovis. Effect of Column Axial Load on Skewed SMF RBS Connection Demands.

Degree: MSCE, 2017, University of Arkansas

  Steel buildings in high seismic areas often require special structural systems to transfer large lateral forces induced by earthquake accelerations. The selection of an… (more)

Subjects/Keywords: Applied sciences; Column axial load; Moment frame connections; Out-of-plane skew; Reduced beam section connections; Seismic design; Structural engineering; Civil Engineering; Structural Engineering

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APA (6th Edition):

Desrochers, C. (2017). Effect of Column Axial Load on Skewed SMF RBS Connection Demands. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/1886

Chicago Manual of Style (16th Edition):

Desrochers, Clovis. “Effect of Column Axial Load on Skewed SMF RBS Connection Demands.” 2017. Masters Thesis, University of Arkansas. Accessed January 17, 2020. https://scholarworks.uark.edu/etd/1886.

MLA Handbook (7th Edition):

Desrochers, Clovis. “Effect of Column Axial Load on Skewed SMF RBS Connection Demands.” 2017. Web. 17 Jan 2020.

Vancouver:

Desrochers C. Effect of Column Axial Load on Skewed SMF RBS Connection Demands. [Internet] [Masters thesis]. University of Arkansas; 2017. [cited 2020 Jan 17]. Available from: https://scholarworks.uark.edu/etd/1886.

Council of Science Editors:

Desrochers C. Effect of Column Axial Load on Skewed SMF RBS Connection Demands. [Masters Thesis]. University of Arkansas; 2017. Available from: https://scholarworks.uark.edu/etd/1886

14. Pukšič, Miha. STATIČNA IN DINAMIČNA ANALIZA POSLOVNO-INDUSTRIJSKEGA OBJEKTA ARNOVSKI GOZD.

Degree: 2013, Univerza v Mariboru

Magistrsko delo obravnava statično in dinamično analizo poslovno-industrijskega objekta Arnovski gozd. Za poslovno leseno konstrukcijo so bili izračunani nihajni časi s pomočjo dinamične matrike za… (more)

Subjects/Keywords: lesene zgradbe; dinamična analiza; statična analiza; nihajni čas; potresna obtežba; wooden structures; dynamic analysis; static analysis; oscillation times; seismic load; info:eu-repo/classification/udc/624.011.1:624.131.5:699.841(043.5)

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APA (6th Edition):

Pukšič, M. (2013). STATIČNA IN DINAMIČNA ANALIZA POSLOVNO-INDUSTRIJSKEGA OBJEKTA ARNOVSKI GOZD. (Masters Thesis). Univerza v Mariboru. Retrieved from https://dk.um.si/IzpisGradiva.php?id=42187 ; https://dk.um.si/Dokument.php?id=58962&dn= ; https://plus.si.cobiss.net/opac7/bib/17226518?lang=sl

Chicago Manual of Style (16th Edition):

Pukšič, Miha. “STATIČNA IN DINAMIČNA ANALIZA POSLOVNO-INDUSTRIJSKEGA OBJEKTA ARNOVSKI GOZD.” 2013. Masters Thesis, Univerza v Mariboru. Accessed January 17, 2020. https://dk.um.si/IzpisGradiva.php?id=42187 ; https://dk.um.si/Dokument.php?id=58962&dn= ; https://plus.si.cobiss.net/opac7/bib/17226518?lang=sl.

MLA Handbook (7th Edition):

Pukšič, Miha. “STATIČNA IN DINAMIČNA ANALIZA POSLOVNO-INDUSTRIJSKEGA OBJEKTA ARNOVSKI GOZD.” 2013. Web. 17 Jan 2020.

Vancouver:

Pukšič M. STATIČNA IN DINAMIČNA ANALIZA POSLOVNO-INDUSTRIJSKEGA OBJEKTA ARNOVSKI GOZD. [Internet] [Masters thesis]. Univerza v Mariboru; 2013. [cited 2020 Jan 17]. Available from: https://dk.um.si/IzpisGradiva.php?id=42187 ; https://dk.um.si/Dokument.php?id=58962&dn= ; https://plus.si.cobiss.net/opac7/bib/17226518?lang=sl.

Council of Science Editors:

Pukšič M. STATIČNA IN DINAMIČNA ANALIZA POSLOVNO-INDUSTRIJSKEGA OBJEKTA ARNOVSKI GOZD. [Masters Thesis]. Univerza v Mariboru; 2013. Available from: https://dk.um.si/IzpisGradiva.php?id=42187 ; https://dk.um.si/Dokument.php?id=58962&dn= ; https://plus.si.cobiss.net/opac7/bib/17226518?lang=sl


University of Manitoba

15. Khalili Ghomi, Shervin. Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies.

Degree: Civil Engineering, 2019, University of Manitoba

 In the past two decades, Fiber Reinforced Polymers (FRPs) have been introduced as an effective alternative for the conventional steel bars and stirrups in reinforced… (more)

Subjects/Keywords: GFRP-RC; Moment-resisting frames; Seismic performance; Cyclic loading; Beam-column connections; Beam-column-slab subassemblies; Lateral load-drift response; Bolted steel side plates; FRP-RC moment-resisting frames

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APA (6th Edition):

Khalili Ghomi, S. (2019). Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/34286

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Khalili Ghomi, Shervin. “Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies.” 2019. Thesis, University of Manitoba. Accessed January 17, 2020. http://hdl.handle.net/1993/34286.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Khalili Ghomi, Shervin. “Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies.” 2019. Web. 17 Jan 2020.

Vancouver:

Khalili Ghomi S. Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies. [Internet] [Thesis]. University of Manitoba; 2019. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/1993/34286.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Khalili Ghomi S. Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies. [Thesis]. University of Manitoba; 2019. Available from: http://hdl.handle.net/1993/34286

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

16. LI ZHIJUN. Seismic vulnerability of RC frame and shear wall structures in Singapore.

Degree: 2006, National University of Singapore

Subjects/Keywords: seismic vulnerability; gravity-load-designed; seismic capacity; frame and shear wall; finite element analysis (FEA); fiber reinforced polymer (FRP)

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APA (6th Edition):

ZHIJUN, L. (2006). Seismic vulnerability of RC frame and shear wall structures in Singapore. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/27868

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

ZHIJUN, LI. “Seismic vulnerability of RC frame and shear wall structures in Singapore.” 2006. Thesis, National University of Singapore. Accessed January 17, 2020. http://scholarbank.nus.edu.sg/handle/10635/27868.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

ZHIJUN, LI. “Seismic vulnerability of RC frame and shear wall structures in Singapore.” 2006. Web. 17 Jan 2020.

Vancouver:

ZHIJUN L. Seismic vulnerability of RC frame and shear wall structures in Singapore. [Internet] [Thesis]. National University of Singapore; 2006. [cited 2020 Jan 17]. Available from: http://scholarbank.nus.edu.sg/handle/10635/27868.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

ZHIJUN L. Seismic vulnerability of RC frame and shear wall structures in Singapore. [Thesis]. National University of Singapore; 2006. Available from: http://scholarbank.nus.edu.sg/handle/10635/27868

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Indian Institute of Science

17. Haldar, Sumanta. Reliability Based Design Methods Of Pile Foundations Under Static And Seismic Loads.

Degree: 2008, Indian Institute of Science

 The properties of natural soil are inherently variable and influence design decisions in geotechnical engineering. Apart from the inherent variability of the soil, the variability… (more)

Subjects/Keywords: Pile Foundations; Seismology; Reliability Based Pile Design; Load Resistance Factor Design (LRFD); Soil Spatial Variability; Liquefiable Soil - Pile Foundations; Non-Liquefiable Soil - Pile Foundations; Load Resistance; Slender Piles; Cone Penetration Test Data; Loaded Piles; Seismic Loading; Structural Engineering

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APA (6th Edition):

Haldar, S. (2008). Reliability Based Design Methods Of Pile Foundations Under Static And Seismic Loads. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/856

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Haldar, Sumanta. “Reliability Based Design Methods Of Pile Foundations Under Static And Seismic Loads.” 2008. Thesis, Indian Institute of Science. Accessed January 17, 2020. http://hdl.handle.net/2005/856.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Haldar, Sumanta. “Reliability Based Design Methods Of Pile Foundations Under Static And Seismic Loads.” 2008. Web. 17 Jan 2020.

Vancouver:

Haldar S. Reliability Based Design Methods Of Pile Foundations Under Static And Seismic Loads. [Internet] [Thesis]. Indian Institute of Science; 2008. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/2005/856.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Haldar S. Reliability Based Design Methods Of Pile Foundations Under Static And Seismic Loads. [Thesis]. Indian Institute of Science; 2008. Available from: http://hdl.handle.net/2005/856

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Missouri University of Science and Technology

18. Asareh, Mohammad-Amin. Dynamic behavior of operational wind turbines considering aerodynamic and seismic load interaction.

Degree: PhD, Civil Engineering, Missouri University of Science and Technology

  "With the advancements in the wind energy production industry, the demand for a cost effective and safe design of wind turbine structures is growing… (more)

Subjects/Keywords: Aerodynamic and Seismic Load Interaction; Buckling and Fragility Analysis; Finite Element Method and Nonlinear Dynamic Analysis; Structural Dynamics and Seismic Response; Civil Engineering; Sustainability

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APA (6th Edition):

Asareh, M. (n.d.). Dynamic behavior of operational wind turbines considering aerodynamic and seismic load interaction. (Doctoral Dissertation). Missouri University of Science and Technology. Retrieved from http://scholarsmine.mst.edu/doctoral_dissertations/2375

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Chicago Manual of Style (16th Edition):

Asareh, Mohammad-Amin. “Dynamic behavior of operational wind turbines considering aerodynamic and seismic load interaction.” Doctoral Dissertation, Missouri University of Science and Technology. Accessed January 17, 2020. http://scholarsmine.mst.edu/doctoral_dissertations/2375.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

MLA Handbook (7th Edition):

Asareh, Mohammad-Amin. “Dynamic behavior of operational wind turbines considering aerodynamic and seismic load interaction.” Web. 17 Jan 2020.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Asareh M. Dynamic behavior of operational wind turbines considering aerodynamic and seismic load interaction. [Internet] [Doctoral dissertation]. Missouri University of Science and Technology; [cited 2020 Jan 17]. Available from: http://scholarsmine.mst.edu/doctoral_dissertations/2375.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Council of Science Editors:

Asareh M. Dynamic behavior of operational wind turbines considering aerodynamic and seismic load interaction. [Doctoral Dissertation]. Missouri University of Science and Technology; Available from: http://scholarsmine.mst.edu/doctoral_dissertations/2375

Note: this citation may be lacking information needed for this citation format:
No year of publication.

19. Ghosh, Jayadipta. Parameterized Seismic Reliability Assessment and Life-Cycle Analysis of Aging Highway Bridges.

Degree: PhD, Engineering, 2013, Rice University

 The highway bridge infrastructure system within the United States is rapidly deteriorating and a significant percentage of these bridges are approaching the end of their… (more)

Subjects/Keywords: Bridge engineering; Earthquake engineering; Aging and deterioration; Corrosion; Seismic fragility; Reliability; Damage accumulation; Seismic loss analysis; Life-cycle cost; Seismic-live load reliability analysis

…27 2.4.2. Influence of truck-traffic load on seismic fragility of highway bridges .... 32… …Joint seismic and live load framework: Seismic fragility convolution with live load models… …7 OVERVIEW OF SEISMIC FRAGILITY AND SEISMIC LOSS ANALYSIS FOR AGING HIGHWAY BRIDGES… …11 2.1. Aging Bridge Seismic Fragility Assessment… …19 2.3. Lifetime Seismic Loss Analysis of Aging Bridges… 

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APA (6th Edition):

Ghosh, J. (2013). Parameterized Seismic Reliability Assessment and Life-Cycle Analysis of Aging Highway Bridges. (Doctoral Dissertation). Rice University. Retrieved from http://hdl.handle.net/1911/71955

Chicago Manual of Style (16th Edition):

Ghosh, Jayadipta. “Parameterized Seismic Reliability Assessment and Life-Cycle Analysis of Aging Highway Bridges.” 2013. Doctoral Dissertation, Rice University. Accessed January 17, 2020. http://hdl.handle.net/1911/71955.

MLA Handbook (7th Edition):

Ghosh, Jayadipta. “Parameterized Seismic Reliability Assessment and Life-Cycle Analysis of Aging Highway Bridges.” 2013. Web. 17 Jan 2020.

Vancouver:

Ghosh J. Parameterized Seismic Reliability Assessment and Life-Cycle Analysis of Aging Highway Bridges. [Internet] [Doctoral dissertation]. Rice University; 2013. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/1911/71955.

Council of Science Editors:

Ghosh J. Parameterized Seismic Reliability Assessment and Life-Cycle Analysis of Aging Highway Bridges. [Doctoral Dissertation]. Rice University; 2013. Available from: http://hdl.handle.net/1911/71955


Indian Institute of Science

20. Singh, Vikas Pratap. Response And Reliability Analyses Of Soil Nail Walls.

Degree: 2009, Indian Institute of Science

 In the present thesis, studies on the response of soil nail walls subjected to static and seismic conditions using finite element based numerical simulations and… (more)

Subjects/Keywords: Structural Analysis (Civil Engineering); Reliability Analysis; Soil Nail Walls; Soil Nail Walls - Numerical Simulations; Soil Nail Walls - Reliability Analysis; Load And Resistance Factor Design; Soil Nail Walls - Stability; Seismic Loading; Soil Nailing Design; Soil Nailed Wall; Structural Engineering

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APA (6th Edition):

Singh, V. P. (2009). Response And Reliability Analyses Of Soil Nail Walls. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/1108

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Singh, Vikas Pratap. “Response And Reliability Analyses Of Soil Nail Walls.” 2009. Thesis, Indian Institute of Science. Accessed January 17, 2020. http://hdl.handle.net/2005/1108.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Singh, Vikas Pratap. “Response And Reliability Analyses Of Soil Nail Walls.” 2009. Web. 17 Jan 2020.

Vancouver:

Singh VP. Response And Reliability Analyses Of Soil Nail Walls. [Internet] [Thesis]. Indian Institute of Science; 2009. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/2005/1108.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Singh VP. Response And Reliability Analyses Of Soil Nail Walls. [Thesis]. Indian Institute of Science; 2009. Available from: http://hdl.handle.net/2005/1108

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Kyoto University

21. Nguyen, Tan. Load transfer mechanisms and seismic stability of embankments subjected to basal subsidence .

Degree: 2018, Kyoto University

Subjects/Keywords: load transfer mechanisms; passive arch action; loose embankments; compacted trapezoidal embankment; dynamic centrifugal model tests; seismic stability; arch collapse mechanism

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APA (6th Edition):

Nguyen, T. (2018). Load transfer mechanisms and seismic stability of embankments subjected to basal subsidence . (Thesis). Kyoto University. Retrieved from http://hdl.handle.net/2433/235077

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Nguyen, Tan. “Load transfer mechanisms and seismic stability of embankments subjected to basal subsidence .” 2018. Thesis, Kyoto University. Accessed January 17, 2020. http://hdl.handle.net/2433/235077.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Nguyen, Tan. “Load transfer mechanisms and seismic stability of embankments subjected to basal subsidence .” 2018. Web. 17 Jan 2020.

Vancouver:

Nguyen T. Load transfer mechanisms and seismic stability of embankments subjected to basal subsidence . [Internet] [Thesis]. Kyoto University; 2018. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/2433/235077.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Nguyen T. Load transfer mechanisms and seismic stability of embankments subjected to basal subsidence . [Thesis]. Kyoto University; 2018. Available from: http://hdl.handle.net/2433/235077

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

22. Marziale, Stephen. Analysis of Brick Veneer on Concrete Masonry Wall Subjected to In-plane Loads.

Degree: MS(M.S.), Civil Engineering, 2014, University of Dayton

 Brick veneers are commonplace in modern building construction. Current building codes require veneers to be anchored to a structural backing in order to transfer out-of-plane… (more)

Subjects/Keywords: Civil Engineering; Engineering; brick veneer; concrete masonry; shear wall; in-plane load; seismic; wall ties; flashing

…3 Figure 3. Load-Displacement of various wall ties… …12 Figure 6. Load in tie rows as applied load increases – Case A, RM… …15 Figure 7. Deflected veneer shape as applied load increases - Case A, RM… …15 Figure 8. Load in tie rows at 100% of OSB shear capacity – URM… …16 Figure 9. Load in tie rows at 100% of OSB shear capacity – RM… 

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APA (6th Edition):

Marziale, S. (2014). Analysis of Brick Veneer on Concrete Masonry Wall Subjected to In-plane Loads. (Masters Thesis). University of Dayton. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=dayton1407153177

Chicago Manual of Style (16th Edition):

Marziale, Stephen. “Analysis of Brick Veneer on Concrete Masonry Wall Subjected to In-plane Loads.” 2014. Masters Thesis, University of Dayton. Accessed January 17, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1407153177.

MLA Handbook (7th Edition):

Marziale, Stephen. “Analysis of Brick Veneer on Concrete Masonry Wall Subjected to In-plane Loads.” 2014. Web. 17 Jan 2020.

Vancouver:

Marziale S. Analysis of Brick Veneer on Concrete Masonry Wall Subjected to In-plane Loads. [Internet] [Masters thesis]. University of Dayton; 2014. [cited 2020 Jan 17]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=dayton1407153177.

Council of Science Editors:

Marziale S. Analysis of Brick Veneer on Concrete Masonry Wall Subjected to In-plane Loads. [Masters Thesis]. University of Dayton; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=dayton1407153177

23. Cui, Xiaojing. Effect of Instantaneous Load Eccentricities on the Inelastic Torsional Responses Under Bi-Directional Seismic Excitations.

Degree: 2013, University of Western Ontario

 This study evaluated the inelastic torsional response due to instantaneous load eccentricities. The load eccentricities, which caused by the motion of the center of mass… (more)

Subjects/Keywords: Inelastic seismic analysis; Instantaneous load eccentricities; Ground motion; Second-order effect; Torsional effect; Civil Engineering

…A significant torsional response under seismic load, which lead to the structural collapse… …seismic excitations, design codes consider an accidental design load eccentricity that is mainly… …motion. This results in the instantaneous load eccentricities under seismic horizontal… …instantaneous load eccentricities on nonlinear inelastic responses under bi-directional seismic… …SEISMIC EXCITATIONS 2.1 Introduction Torsional response under seismic load is of importance… 

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APA (6th Edition):

Cui, X. (2013). Effect of Instantaneous Load Eccentricities on the Inelastic Torsional Responses Under Bi-Directional Seismic Excitations. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/1650

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Cui, Xiaojing. “Effect of Instantaneous Load Eccentricities on the Inelastic Torsional Responses Under Bi-Directional Seismic Excitations.” 2013. Thesis, University of Western Ontario. Accessed January 17, 2020. https://ir.lib.uwo.ca/etd/1650.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Cui, Xiaojing. “Effect of Instantaneous Load Eccentricities on the Inelastic Torsional Responses Under Bi-Directional Seismic Excitations.” 2013. Web. 17 Jan 2020.

Vancouver:

Cui X. Effect of Instantaneous Load Eccentricities on the Inelastic Torsional Responses Under Bi-Directional Seismic Excitations. [Internet] [Thesis]. University of Western Ontario; 2013. [cited 2020 Jan 17]. Available from: https://ir.lib.uwo.ca/etd/1650.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Cui X. Effect of Instantaneous Load Eccentricities on the Inelastic Torsional Responses Under Bi-Directional Seismic Excitations. [Thesis]. University of Western Ontario; 2013. Available from: https://ir.lib.uwo.ca/etd/1650

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

24. Arifuzzaman, Shah. Seismic Retrofit of Load Bearing Masonry Walls with Surface Bonded FRP Sheets .

Degree: 2013, University of Ottawa

 A large inventory of low rise masonry buildings in Canada and elsewhere in the world were built using unreinforced or partially reinforced load bearing wall.… (more)

Subjects/Keywords: Masonry; CFRP; FRP; Seismic Retrofit; Surface Bonded FRP Sheet; Load Bearing Masonry

…for minimum seismic reinforcement for load bearing walls located in seismically active… …101 Figure 5.5: Hysteretic load-displacement relationship of PRM wall… …147 Figure 6.7: Comparison of analytical and experimental load displacement relationship… …x29;. A large stock of existing masonry buildings is vulnerable to seismic excitations. It… …the enactment of modern seismic codes remains to be the most viable seismic risk mitigation… 

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APA (6th Edition):

Arifuzzaman, S. (2013). Seismic Retrofit of Load Bearing Masonry Walls with Surface Bonded FRP Sheets . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/24233

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Arifuzzaman, Shah. “Seismic Retrofit of Load Bearing Masonry Walls with Surface Bonded FRP Sheets .” 2013. Thesis, University of Ottawa. Accessed January 17, 2020. http://hdl.handle.net/10393/24233.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Arifuzzaman, Shah. “Seismic Retrofit of Load Bearing Masonry Walls with Surface Bonded FRP Sheets .” 2013. Web. 17 Jan 2020.

Vancouver:

Arifuzzaman S. Seismic Retrofit of Load Bearing Masonry Walls with Surface Bonded FRP Sheets . [Internet] [Thesis]. University of Ottawa; 2013. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/10393/24233.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Arifuzzaman S. Seismic Retrofit of Load Bearing Masonry Walls with Surface Bonded FRP Sheets . [Thesis]. University of Ottawa; 2013. Available from: http://hdl.handle.net/10393/24233

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

25. Janošková, Lenka. Dynamická analýza konstrukce zatížené seismickým zatížením .

Degree: 2013, Brno University of Technology

 Diplomová práce se zabývá řešením seismického zatížení na dvou různých modelech, vazníkové hale a vícepodlažní budově. Pro výpočet byla použita metoda pomocí spekter odezvy (spektrální… (more)

Subjects/Keywords: Dynamika; zemětřesení; seismické zatížení; model; spektrum odezvy; efektivní modální hmota; duktilita; modální analýza; spektrální analýza; náhradní břemena; kmitání; vlastní tvary.; Dynamics; earthquake; seismic load; model; response spectrum; effective modal mass; ductility; modal analysis; spectral analysis; equivalent static forces; vibration; natural modes of vibration.

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APA (6th Edition):

Janošková, L. (2013). Dynamická analýza konstrukce zatížené seismickým zatížením . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29901

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Janošková, Lenka. “Dynamická analýza konstrukce zatížené seismickým zatížením .” 2013. Thesis, Brno University of Technology. Accessed January 17, 2020. http://hdl.handle.net/11012/29901.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Janošková, Lenka. “Dynamická analýza konstrukce zatížené seismickým zatížením .” 2013. Web. 17 Jan 2020.

Vancouver:

Janošková L. Dynamická analýza konstrukce zatížené seismickým zatížením . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/11012/29901.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Janošková L. Dynamická analýza konstrukce zatížené seismickým zatížením . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29901

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

26. Šulerová, Zdeňka. Modelování náhodné torze a její účinek ve spektrální analýze .

Degree: 2012, Brno University of Technology

 Tato bakalářská práce se zabývá výpočtem betonové skeletové konstrukce na účinky seizmického zatížení. K výpočtu bude použitá zjednodušená metoda pomoci příčných sil uvedená v normě… (more)

Subjects/Keywords: zemětřesení; dynamické zatížení; spektrum pružné odezvy; rozdělení vodorovných seizmických sil; tvar kmitání; vlastní perioda; vlastní frekvence; torzní účinky; earthquake; dynamic load; elastic response spektrum; distribution of horizontal seismic forces; mode of vibration; natural period; natural frequency; effects of torsion

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

APA (6th Edition):

Šulerová, Z. (2012). Modelování náhodné torze a její účinek ve spektrální analýze . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/14761

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Šulerová, Zdeňka. “Modelování náhodné torze a její účinek ve spektrální analýze .” 2012. Thesis, Brno University of Technology. Accessed January 17, 2020. http://hdl.handle.net/11012/14761.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Šulerová, Zdeňka. “Modelování náhodné torze a její účinek ve spektrální analýze .” 2012. Web. 17 Jan 2020.

Vancouver:

Šulerová Z. Modelování náhodné torze a její účinek ve spektrální analýze . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/11012/14761.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Šulerová Z. Modelování náhodné torze a její účinek ve spektrální analýze . [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/14761

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

27. NABILAH ABU BAKAR. Vulnerability of gravity load designed building against far field earthquake.

Degree: 2015, National University of Singapore

Subjects/Keywords: Far field earthquake; probabilistic seismic hazard analysis; gravity load designed building; experimental work; finite element analysis; strut and tie

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APA (6th Edition):

BAKAR, N. A. (2015). Vulnerability of gravity load designed building against far field earthquake. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/118851

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

BAKAR, NABILAH ABU. “Vulnerability of gravity load designed building against far field earthquake.” 2015. Thesis, National University of Singapore. Accessed January 17, 2020. http://scholarbank.nus.edu.sg/handle/10635/118851.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

BAKAR, NABILAH ABU. “Vulnerability of gravity load designed building against far field earthquake.” 2015. Web. 17 Jan 2020.

Vancouver:

BAKAR NA. Vulnerability of gravity load designed building against far field earthquake. [Internet] [Thesis]. National University of Singapore; 2015. [cited 2020 Jan 17]. Available from: http://scholarbank.nus.edu.sg/handle/10635/118851.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

BAKAR NA. Vulnerability of gravity load designed building against far field earthquake. [Thesis]. National University of Singapore; 2015. Available from: http://scholarbank.nus.edu.sg/handle/10635/118851

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

28. TAMALI BHOWMIK. FRP-confined capsule-shaped columns under axial and lateral loading.

Degree: 2011, National University of Singapore

Subjects/Keywords: Fiber reinforced polymer; aspect ratio; capsule-shaped columns; confinement; axial load capacity; seismic demand

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

APA (6th Edition):

BHOWMIK, T. (2011). FRP-confined capsule-shaped columns under axial and lateral loading. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/30729

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

BHOWMIK, TAMALI. “FRP-confined capsule-shaped columns under axial and lateral loading.” 2011. Thesis, National University of Singapore. Accessed January 17, 2020. http://scholarbank.nus.edu.sg/handle/10635/30729.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

BHOWMIK, TAMALI. “FRP-confined capsule-shaped columns under axial and lateral loading.” 2011. Web. 17 Jan 2020.

Vancouver:

BHOWMIK T. FRP-confined capsule-shaped columns under axial and lateral loading. [Internet] [Thesis]. National University of Singapore; 2011. [cited 2020 Jan 17]. Available from: http://scholarbank.nus.edu.sg/handle/10635/30729.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

BHOWMIK T. FRP-confined capsule-shaped columns under axial and lateral loading. [Thesis]. National University of Singapore; 2011. Available from: http://scholarbank.nus.edu.sg/handle/10635/30729

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

29. Sotulář, Jiří. Analýza ocelových přípojů při seismickém zatížení .

Degree: 2017, Brno University of Technology

 Práce se zabývá analýzou a normovým ověřením ocelových přípojů namáhaných seismickým zatížením. Analýza je založena na základě softwarového řešení a ověření je provedeno dle normových… (more)

Subjects/Keywords: Seismicita; EN 1998-1; zemětřesení; seismické zatížení; vícepodlažní budova; ocelový rám; P – efekt; ocelové přípoje; ocelové styčníky; poměrné přetvoření; Seismicity; EN 1998-1; earthquake; seismic load; multi-storey building; steel frame; P – effects; steel connections; steel joints; plastic strain

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

APA (6th Edition):

Sotulář, J. (2017). Analýza ocelových přípojů při seismickém zatížení . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64380

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Sotulář, Jiří. “Analýza ocelových přípojů při seismickém zatížení .” 2017. Thesis, Brno University of Technology. Accessed January 17, 2020. http://hdl.handle.net/11012/64380.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Sotulář, Jiří. “Analýza ocelových přípojů při seismickém zatížení .” 2017. Web. 17 Jan 2020.

Vancouver:

Sotulář J. Analýza ocelových přípojů při seismickém zatížení . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/11012/64380.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Sotulář J. Analýza ocelových přípojů při seismickém zatížení . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/64380

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

30. ΣΦΑΚΙΑΝΑΚΗΣ, ΜΑΝΟΛΗΣ. ΠΡΟΣΟΜΟΙΩΜΑ ΜΗ ΓΡΑΜΜΙΚΗΣ ΣΥΜΠΕΡΙΦΟΡΑΣ ΥΠΟΣΤΥΛΩΜΑΤΩΝ Ο/Σ ΣΕ ΑΝΑΚΥΚΛΙΖΟΜΕΝΗ ΔΙΑΞΟΝΙΚΗ ΚΑΜΨΗ ΜΕ ΟΡΘΗ ΔΥΝΑΜΗ ΚΑΙ ΕΦΑΡΜΟΓΗ ΓΙΑ ΤΟΝ ΥΠΟΛΟΓΙΣΜΟ...

Degree: 1990, Πανεπιστήμιο Πατρών; University of Patras

AN INCREMENTAL MODEL IS PROPOSED FOR THE NONLINEAR RELATIONSHIP BETWEEN THE NORMAL ACTION EFFECTS N, MY AND MZ, AND THE CORRESPONDING CROSS-SECTIONAL DEFORMATIONS, EO, ΦΥ,… (more)

Subjects/Keywords: Biaxial bending; COLUMNS; Cyclic load; INELASTIC BEHAVIOUR; Reinforced concrete; SEISMIC CONCRETE; Seismic response; STIFFNESS MATRIX; ΑΝΑΚΥΚΛΙΖΟΜΕΝΗ ΕΝΤΑΣΗ; ΑΝΕΛΑΣΤΙΚΗ ΣΥΜΠΕΡΙΦΟΡΑ; ΔΙΑΞΟΝΙΚΗ ΡΟΠΗ ΚΑΜΨΗΣ; ΜΗΤΡΩΟ ΑΚΑΜΨΙΑΣ; Οπλισμένο σκυρόδεμα; Σεισμική σημπεριφορά; ΥΠΟΣΤΥΛΩΜΑΤΑ

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APA (6th Edition):

ΣΦΑΚΙΑΝΑΚΗΣ, . (1990). ΠΡΟΣΟΜΟΙΩΜΑ ΜΗ ΓΡΑΜΜΙΚΗΣ ΣΥΜΠΕΡΙΦΟΡΑΣ ΥΠΟΣΤΥΛΩΜΑΤΩΝ Ο/Σ ΣΕ ΑΝΑΚΥΚΛΙΖΟΜΕΝΗ ΔΙΑΞΟΝΙΚΗ ΚΑΜΨΗ ΜΕ ΟΡΘΗ ΔΥΝΑΜΗ ΚΑΙ ΕΦΑΡΜΟΓΗ ΓΙΑ ΤΟΝ ΥΠΟΛΟΓΙΣΜΟ... (Thesis). Πανεπιστήμιο Πατρών; University of Patras. Retrieved from http://hdl.handle.net/10442/hedi/1506

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

ΣΦΑΚΙΑΝΑΚΗΣ, ΜΑΝΟΛΗΣ. “ΠΡΟΣΟΜΟΙΩΜΑ ΜΗ ΓΡΑΜΜΙΚΗΣ ΣΥΜΠΕΡΙΦΟΡΑΣ ΥΠΟΣΤΥΛΩΜΑΤΩΝ Ο/Σ ΣΕ ΑΝΑΚΥΚΛΙΖΟΜΕΝΗ ΔΙΑΞΟΝΙΚΗ ΚΑΜΨΗ ΜΕ ΟΡΘΗ ΔΥΝΑΜΗ ΚΑΙ ΕΦΑΡΜΟΓΗ ΓΙΑ ΤΟΝ ΥΠΟΛΟΓΙΣΜΟ...” 1990. Thesis, Πανεπιστήμιο Πατρών; University of Patras. Accessed January 17, 2020. http://hdl.handle.net/10442/hedi/1506.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

ΣΦΑΚΙΑΝΑΚΗΣ, ΜΑΝΟΛΗΣ. “ΠΡΟΣΟΜΟΙΩΜΑ ΜΗ ΓΡΑΜΜΙΚΗΣ ΣΥΜΠΕΡΙΦΟΡΑΣ ΥΠΟΣΤΥΛΩΜΑΤΩΝ Ο/Σ ΣΕ ΑΝΑΚΥΚΛΙΖΟΜΕΝΗ ΔΙΑΞΟΝΙΚΗ ΚΑΜΨΗ ΜΕ ΟΡΘΗ ΔΥΝΑΜΗ ΚΑΙ ΕΦΑΡΜΟΓΗ ΓΙΑ ΤΟΝ ΥΠΟΛΟΓΙΣΜΟ...” 1990. Web. 17 Jan 2020.

Vancouver:

ΣΦΑΚΙΑΝΑΚΗΣ . ΠΡΟΣΟΜΟΙΩΜΑ ΜΗ ΓΡΑΜΜΙΚΗΣ ΣΥΜΠΕΡΙΦΟΡΑΣ ΥΠΟΣΤΥΛΩΜΑΤΩΝ Ο/Σ ΣΕ ΑΝΑΚΥΚΛΙΖΟΜΕΝΗ ΔΙΑΞΟΝΙΚΗ ΚΑΜΨΗ ΜΕ ΟΡΘΗ ΔΥΝΑΜΗ ΚΑΙ ΕΦΑΡΜΟΓΗ ΓΙΑ ΤΟΝ ΥΠΟΛΟΓΙΣΜΟ... [Internet] [Thesis]. Πανεπιστήμιο Πατρών; University of Patras; 1990. [cited 2020 Jan 17]. Available from: http://hdl.handle.net/10442/hedi/1506.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

ΣΦΑΚΙΑΝΑΚΗΣ . ΠΡΟΣΟΜΟΙΩΜΑ ΜΗ ΓΡΑΜΜΙΚΗΣ ΣΥΜΠΕΡΙΦΟΡΑΣ ΥΠΟΣΤΥΛΩΜΑΤΩΝ Ο/Σ ΣΕ ΑΝΑΚΥΚΛΙΖΟΜΕΝΗ ΔΙΑΞΟΝΙΚΗ ΚΑΜΨΗ ΜΕ ΟΡΘΗ ΔΥΝΑΜΗ ΚΑΙ ΕΦΑΡΜΟΓΗ ΓΙΑ ΤΟΝ ΥΠΟΛΟΓΙΣΜΟ... [Thesis]. Πανεπιστήμιο Πατρών; University of Patras; 1990. Available from: http://hdl.handle.net/10442/hedi/1506

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

[1] [2]

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