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You searched for subject:(Reinforced masonry walls). Showing records 1 – 15 of 15 total matches.

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Drexel University

1. Minaie, Ehsan. Behavior and vulnerability of reinforced masonry shear walls.

Degree: 2009, Drexel University

The overarching goal of the research presented herein was to establish the key behavior mechanisms and seismic vulnerabilities of reinforced masonry (RM) shear walls. Currently,… (more)

Subjects/Keywords: Civil engineering; Reinforced masonry; Shear walls

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

APA (6th Edition):

Minaie, E. (2009). Behavior and vulnerability of reinforced masonry shear walls. (Thesis). Drexel University. Retrieved from http://hdl.handle.net/1860/3163

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):

Minaie, Ehsan. “Behavior and vulnerability of reinforced masonry shear walls.” 2009. Thesis, Drexel University. Accessed May 27, 2019. http://hdl.handle.net/1860/3163.

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

MLA Handbook (7th Edition):

Minaie, Ehsan. “Behavior and vulnerability of reinforced masonry shear walls.” 2009. Web. 27 May 2019.

Vancouver:

Minaie E. Behavior and vulnerability of reinforced masonry shear walls. [Internet] [Thesis]. Drexel University; 2009. [cited 2019 May 27]. Available from: http://hdl.handle.net/1860/3163.

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

Council of Science Editors:

Minaie E. Behavior and vulnerability of reinforced masonry shear walls. [Thesis]. Drexel University; 2009. Available from: http://hdl.handle.net/1860/3163

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


Indian Institute of Science

2. Pavan, G S. Behaviour Of FRP Strengthened Masonry In Compression And Shear.

Degree: 2012, Indian Institute of Science

Masonry structures constitute a significant portion of building stock worldwide. Seismic performance of unreinforced masonry has been far from satisfactory. Masonry is purported to be… (more)

Subjects/Keywords: Fiber Reinforced Plastic (FRP) Composites; Masonry; Masonry Shear Walls; Masonry In-fills; Fiber Reinforced Plastic Strengthened Masonry; Masonry Prisms; Brick-Mortar Bed Joint; Masonry Triplets; Burnt Clay Brick; Glass Fibre Reinforced Plastic (GFRP); Applied Mechanics

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APA (6th Edition):

Pavan, G. S. (2012). Behaviour Of FRP Strengthened Masonry In Compression And Shear. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/2292

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):

Pavan, G S. “Behaviour Of FRP Strengthened Masonry In Compression And Shear.” 2012. Thesis, Indian Institute of Science. Accessed May 27, 2019. http://hdl.handle.net/2005/2292.

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

MLA Handbook (7th Edition):

Pavan, G S. “Behaviour Of FRP Strengthened Masonry In Compression And Shear.” 2012. Web. 27 May 2019.

Vancouver:

Pavan GS. Behaviour Of FRP Strengthened Masonry In Compression And Shear. [Internet] [Thesis]. Indian Institute of Science; 2012. [cited 2019 May 27]. Available from: http://hdl.handle.net/2005/2292.

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

Council of Science Editors:

Pavan GS. Behaviour Of FRP Strengthened Masonry In Compression And Shear. [Thesis]. Indian Institute of Science; 2012. Available from: http://hdl.handle.net/2005/2292

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


Indian Institute of Science

3. Pavan, G S. Behaviour Of FRP Strengthened Masonry In Compression And Shear.

Degree: 2012, Indian Institute of Science

Masonry structures constitute a significant portion of building stock worldwide. Seismic performance of unreinforced masonry has been far from satisfactory. Masonry is purported to be… (more)

Subjects/Keywords: Fiber Reinforced Plastic (FRP) Composites; Masonry; Masonry Shear Walls; Masonry In-fills; Fiber Reinforced Plastic Strengthened Masonry; Masonry Prisms; Brick-Mortar Bed Joint; Masonry Triplets; Burnt Clay Brick; Glass Fibre Reinforced Plastic (GFRP); Applied Mechanics

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APA (6th Edition):

Pavan, G. S. (2012). Behaviour Of FRP Strengthened Masonry In Compression And Shear. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/handle/2005/2292 ; http://etd.ncsi.iisc.ernet.in/abstracts/2950/G25302-Abs.pdf

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):

Pavan, G S. “Behaviour Of FRP Strengthened Masonry In Compression And Shear.” 2012. Thesis, Indian Institute of Science. Accessed May 27, 2019. http://etd.iisc.ernet.in/handle/2005/2292 ; http://etd.ncsi.iisc.ernet.in/abstracts/2950/G25302-Abs.pdf.

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

MLA Handbook (7th Edition):

Pavan, G S. “Behaviour Of FRP Strengthened Masonry In Compression And Shear.” 2012. Web. 27 May 2019.

Vancouver:

Pavan GS. Behaviour Of FRP Strengthened Masonry In Compression And Shear. [Internet] [Thesis]. Indian Institute of Science; 2012. [cited 2019 May 27]. Available from: http://etd.iisc.ernet.in/handle/2005/2292 ; http://etd.ncsi.iisc.ernet.in/abstracts/2950/G25302-Abs.pdf.

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

Council of Science Editors:

Pavan GS. Behaviour Of FRP Strengthened Masonry In Compression And Shear. [Thesis]. Indian Institute of Science; 2012. Available from: http://etd.iisc.ernet.in/handle/2005/2292 ; http://etd.ncsi.iisc.ernet.in/abstracts/2950/G25302-Abs.pdf

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


Central Queensland University

4. Bendall, Lars. The Seismic response of partially reinforced masonry shear walls.

Degree: 1998, Central Queensland University

 "Cyclic loading is the most commonly used method for analysing the seismic response of structural elements. Such experiments for shear walls have been collected and… (more)

Subjects/Keywords: Shear walls; Reinforced masonry; TBA.; TBA.; TBA.

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APA (6th Edition):

Bendall, L. (1998). The Seismic response of partially reinforced masonry shear walls. (Thesis). Central Queensland University. Retrieved from http://hdl.cqu.edu.au/10018/62237

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):

Bendall, Lars. “The Seismic response of partially reinforced masonry shear walls.” 1998. Thesis, Central Queensland University. Accessed May 27, 2019. http://hdl.cqu.edu.au/10018/62237.

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

MLA Handbook (7th Edition):

Bendall, Lars. “The Seismic response of partially reinforced masonry shear walls.” 1998. Web. 27 May 2019.

Vancouver:

Bendall L. The Seismic response of partially reinforced masonry shear walls. [Internet] [Thesis]. Central Queensland University; 1998. [cited 2019 May 27]. Available from: http://hdl.cqu.edu.au/10018/62237.

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

Council of Science Editors:

Bendall L. The Seismic response of partially reinforced masonry shear walls. [Thesis]. Central Queensland University; 1998. Available from: http://hdl.cqu.edu.au/10018/62237

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


University of Adelaide

5. Yang, Qi. Out-of-plane strengthening of unreinforced masonry walls using FRP techniques.

Degree: 2007, University of Adelaide

Subjects/Keywords: brick walls testing; masonry testing; fibre reinforced plastics testing

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APA (6th Edition):

Yang, Q. (2007). Out-of-plane strengthening of unreinforced masonry walls using FRP techniques. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/69431

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):

Yang, Qi. “Out-of-plane strengthening of unreinforced masonry walls using FRP techniques.” 2007. Thesis, University of Adelaide. Accessed May 27, 2019. http://hdl.handle.net/2440/69431.

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

MLA Handbook (7th Edition):

Yang, Qi. “Out-of-plane strengthening of unreinforced masonry walls using FRP techniques.” 2007. Web. 27 May 2019.

Vancouver:

Yang Q. Out-of-plane strengthening of unreinforced masonry walls using FRP techniques. [Internet] [Thesis]. University of Adelaide; 2007. [cited 2019 May 27]. Available from: http://hdl.handle.net/2440/69431.

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

Council of Science Editors:

Yang Q. Out-of-plane strengthening of unreinforced masonry walls using FRP techniques. [Thesis]. University of Adelaide; 2007. Available from: http://hdl.handle.net/2440/69431

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

6. Bui, Thi Loan. Contribution à l'étude de murs maçonnés renforcés par matériaux composites (FRP et TRC) : application aux sollicitations dans le plan : Contribution to the study of masonry walls renforced by composite materials (FRP et TRC) under to in-plane loading conditions.

Degree: Docteur es, Génie civil, 2014, Université Claude Bernard – Lyon I

 Les présents travaux, à caractère numérico-expérimental, visent à approfondir la connaissance relative au comportement de murs maçonnés, principalement ceux renforcés par matériaux composites vis-à-vis de… (more)

Subjects/Keywords: Murs maçonnés renforcés; Matériaux composites; FRP; TRC; Comportement dans le plan; Modélisation; Reinforced masonry walls; Composite material; FRP; Textile reinforced concrete; In-plane behavior; Modeling; 624

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APA (6th Edition):

Bui, T. L. (2014). Contribution à l'étude de murs maçonnés renforcés par matériaux composites (FRP et TRC) : application aux sollicitations dans le plan : Contribution to the study of masonry walls renforced by composite materials (FRP et TRC) under to in-plane loading conditions. (Doctoral Dissertation). Université Claude Bernard – Lyon I. Retrieved from http://www.theses.fr/2014LYO10133

Chicago Manual of Style (16th Edition):

Bui, Thi Loan. “Contribution à l'étude de murs maçonnés renforcés par matériaux composites (FRP et TRC) : application aux sollicitations dans le plan : Contribution to the study of masonry walls renforced by composite materials (FRP et TRC) under to in-plane loading conditions.” 2014. Doctoral Dissertation, Université Claude Bernard – Lyon I. Accessed May 27, 2019. http://www.theses.fr/2014LYO10133.

MLA Handbook (7th Edition):

Bui, Thi Loan. “Contribution à l'étude de murs maçonnés renforcés par matériaux composites (FRP et TRC) : application aux sollicitations dans le plan : Contribution to the study of masonry walls renforced by composite materials (FRP et TRC) under to in-plane loading conditions.” 2014. Web. 27 May 2019.

Vancouver:

Bui TL. Contribution à l'étude de murs maçonnés renforcés par matériaux composites (FRP et TRC) : application aux sollicitations dans le plan : Contribution to the study of masonry walls renforced by composite materials (FRP et TRC) under to in-plane loading conditions. [Internet] [Doctoral dissertation]. Université Claude Bernard – Lyon I; 2014. [cited 2019 May 27]. Available from: http://www.theses.fr/2014LYO10133.

Council of Science Editors:

Bui TL. Contribution à l'étude de murs maçonnés renforcés par matériaux composites (FRP et TRC) : application aux sollicitations dans le plan : Contribution to the study of masonry walls renforced by composite materials (FRP et TRC) under to in-plane loading conditions. [Doctoral Dissertation]. Université Claude Bernard – Lyon I; 2014. Available from: http://www.theses.fr/2014LYO10133


Indian Institute of Science

7. Manju, M A. Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading.

Degree: 2016, Indian Institute of Science

Reinforced concrete frames, infilled with brick/concrete block masonry, are the most common type of structures found in multi-storeyed constructions, especially in developing countries. Usually, the… (more)

Subjects/Keywords: Masonry Infilled RC Frames; Seismic Loading; Linear Elastic Analysis; Reinforced Concrete; Young's Modules of Elasticity; Infilled Frames; Infill Walls; Concrete Damage Plasticity Model; seismic vulnerability; Civil Engineering

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

APA (6th Edition):

Manju, M. A. (2016). Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/3156

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):

Manju, M A. “Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading.” 2016. Thesis, Indian Institute of Science. Accessed May 27, 2019. http://hdl.handle.net/2005/3156.

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

MLA Handbook (7th Edition):

Manju, M A. “Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading.” 2016. Web. 27 May 2019.

Vancouver:

Manju MA. Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading. [Internet] [Thesis]. Indian Institute of Science; 2016. [cited 2019 May 27]. Available from: http://hdl.handle.net/2005/3156.

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

Council of Science Editors:

Manju MA. Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading. [Thesis]. Indian Institute of Science; 2016. Available from: http://hdl.handle.net/2005/3156

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


McMaster University

8. ElSayed, Mostafa. ANALYTICAL AND EXPERIMENTAL ASSESSMENT OF REINFORCED CONCRETE BLOCK STRUCTURAL WALLS RESPONSE TO BLAST LOADS.

Degree: PhD, 2014, McMaster University

 The current thesis focuses on estimating the damage levels and evaluating the out-of-plane behavior of fully-grouted reinforced masonry (RM) structural walls under blast loading, a… (more)

Subjects/Keywords: Blast loads; Blast scaling; Experimental tests; Out-of-plane resistance; Probabilistic risk assessment; Reinforced concrete masonry; Risk; Site planning; Structural walls; Uncertainty

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APA (6th Edition):

ElSayed, M. (2014). ANALYTICAL AND EXPERIMENTAL ASSESSMENT OF REINFORCED CONCRETE BLOCK STRUCTURAL WALLS RESPONSE TO BLAST LOADS. (Doctoral Dissertation). McMaster University. Retrieved from http://hdl.handle.net/11375/16041

Chicago Manual of Style (16th Edition):

ElSayed, Mostafa. “ANALYTICAL AND EXPERIMENTAL ASSESSMENT OF REINFORCED CONCRETE BLOCK STRUCTURAL WALLS RESPONSE TO BLAST LOADS.” 2014. Doctoral Dissertation, McMaster University. Accessed May 27, 2019. http://hdl.handle.net/11375/16041.

MLA Handbook (7th Edition):

ElSayed, Mostafa. “ANALYTICAL AND EXPERIMENTAL ASSESSMENT OF REINFORCED CONCRETE BLOCK STRUCTURAL WALLS RESPONSE TO BLAST LOADS.” 2014. Web. 27 May 2019.

Vancouver:

ElSayed M. ANALYTICAL AND EXPERIMENTAL ASSESSMENT OF REINFORCED CONCRETE BLOCK STRUCTURAL WALLS RESPONSE TO BLAST LOADS. [Internet] [Doctoral dissertation]. McMaster University; 2014. [cited 2019 May 27]. Available from: http://hdl.handle.net/11375/16041.

Council of Science Editors:

ElSayed M. ANALYTICAL AND EXPERIMENTAL ASSESSMENT OF REINFORCED CONCRETE BLOCK STRUCTURAL WALLS RESPONSE TO BLAST LOADS. [Doctoral Dissertation]. McMaster University; 2014. Available from: http://hdl.handle.net/11375/16041


Brno University of Technology

9. Zubalík, Jakub. Odstranění pilíře v nosné stěně .

Degree: 2014, Brno University of Technology

 Předmětem bakalářské práce je navržení vhodného řešení zásahu do nosné konstrukce v suterénu rodinného domu. Konkrétně se jedná o zvětšení světlé šířky otvoru vzniklého vybouráním… (more)

Subjects/Keywords: Nosná konstrukce; nosné stěny; zděné konstrukce; železobeton; základový pas; zdivo; zatížení.; Load-bearing structure; load-bearing walls; masonry; reinforced concrete; strip footing; loads.

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APA (6th Edition):

Zubalík, J. (2014). Odstranění pilíře v nosné stěně . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/35199

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):

Zubalík, Jakub. “Odstranění pilíře v nosné stěně .” 2014. Thesis, Brno University of Technology. Accessed May 27, 2019. http://hdl.handle.net/11012/35199.

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

MLA Handbook (7th Edition):

Zubalík, Jakub. “Odstranění pilíře v nosné stěně .” 2014. Web. 27 May 2019.

Vancouver:

Zubalík J. Odstranění pilíře v nosné stěně . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2019 May 27]. Available from: http://hdl.handle.net/11012/35199.

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

Council of Science Editors:

Zubalík J. Odstranění pilíře v nosné stěně . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/35199

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

10. Moradi, Lee. Resistance of membrane retrofit concrete masonry walls to lateral pressure.

Degree: PhD, 2007, University of Alabama – Birmingham

Mitigation techniques are currently being sought to ensure public safety in the event of intentional or accidental explosions. Building material fragmentation is a major cause… (more)

Subjects/Keywords: Blast effect <; br>; Blast effect  – Computer simulation <; br>; Concrete masonry  – Impact testing <; br>; Concrete masonry  – Computer simulation <; br>; Concrete walls  – Impact testing <; br>; Concrete walls  – Computer simulation <; br>; Reinforced masonry  – Impact testing <; br>; Reinforced masonry  – Computer simulation <; br>; Polymeric composites  – Impact testing <; br>; Polymeric composites  – Computer simulation <; br>; Diaphragms (Structural engineering)  – Materials  – Testing.

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APA (6th Edition):

Moradi, L. (2007). Resistance of membrane retrofit concrete masonry walls to lateral pressure. (Doctoral Dissertation). University of Alabama – Birmingham. Retrieved from http://contentdm.mhsl.uab.edu/u?/etd,608

Chicago Manual of Style (16th Edition):

Moradi, Lee. “Resistance of membrane retrofit concrete masonry walls to lateral pressure.” 2007. Doctoral Dissertation, University of Alabama – Birmingham. Accessed May 27, 2019. http://contentdm.mhsl.uab.edu/u?/etd,608.

MLA Handbook (7th Edition):

Moradi, Lee. “Resistance of membrane retrofit concrete masonry walls to lateral pressure.” 2007. Web. 27 May 2019.

Vancouver:

Moradi L. Resistance of membrane retrofit concrete masonry walls to lateral pressure. [Internet] [Doctoral dissertation]. University of Alabama – Birmingham; 2007. [cited 2019 May 27]. Available from: http://contentdm.mhsl.uab.edu/u?/etd,608.

Council of Science Editors:

Moradi L. Resistance of membrane retrofit concrete masonry walls to lateral pressure. [Doctoral Dissertation]. University of Alabama – Birmingham; 2007. Available from: http://contentdm.mhsl.uab.edu/u?/etd,608


Brno University of Technology

11. Kudličková, Jitka. Nosná konstrukce horského hotelu .

Degree: 2017, Brno University of Technology

 Diplomová práce se zabývá návrhem nosné konstrukce horského hotelu půdorysného tvaru L. Horský hotel má být realizován v obci Vernířovice v okresu Šumperk. Navrhovaná konstrukce… (more)

Subjects/Keywords: Horský hotel; nosná konstrukce; nosné stěny; zdivo; železobeton; předpjatý nosník; schodiště; základový pás; zatížení; železobetonové sloupy a stěny; Mountain hotel; load-bearing structure; load-bearing walls; masonry; reinforced concrete; prestressed concrete; staircase; strip footing; loads; internal forces; prestressed beam; concrete collums and walls

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APA (6th Edition):

Kudličková, J. (2017). Nosná konstrukce horského hotelu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64631

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):

Kudličková, Jitka. “Nosná konstrukce horského hotelu .” 2017. Thesis, Brno University of Technology. Accessed May 27, 2019. http://hdl.handle.net/11012/64631.

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

MLA Handbook (7th Edition):

Kudličková, Jitka. “Nosná konstrukce horského hotelu .” 2017. Web. 27 May 2019.

Vancouver:

Kudličková J. Nosná konstrukce horského hotelu . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 May 27]. Available from: http://hdl.handle.net/11012/64631.

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

Council of Science Editors:

Kudličková J. Nosná konstrukce horského hotelu . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/64631

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


McMaster University

12. Ashour, Ahmed. WALL-DIAPHRAGM OUT-OF-PLANE COUPLING INFLUENCE ON THE SEISMIC RESPONSE OF REINFORCED MASONRY BUILDINGS.

Degree: PhD, 2016, McMaster University

Recent research interests in studying the performance of different seismic force resisting systems (SFRS) have been shifting from component- (individual walls) to system-level (complete building)… (more)

Subjects/Keywords: Asymmetrical buildings; Backbone model; Damage states; Diaphragm out-of-plane influence; Displacement-based design; Diaphragm coupling; Forced-based design; Masonry buildings; Reinforced masonry; Robustness; Resilience; System-level damage; Seismic risk assessment; System-level response; Seismic loads; Shear walls; Slab coupling

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

APA (6th Edition):

Ashour, A. (2016). WALL-DIAPHRAGM OUT-OF-PLANE COUPLING INFLUENCE ON THE SEISMIC RESPONSE OF REINFORCED MASONRY BUILDINGS. (Doctoral Dissertation). McMaster University. Retrieved from http://hdl.handle.net/11375/18772

Chicago Manual of Style (16th Edition):

Ashour, Ahmed. “WALL-DIAPHRAGM OUT-OF-PLANE COUPLING INFLUENCE ON THE SEISMIC RESPONSE OF REINFORCED MASONRY BUILDINGS.” 2016. Doctoral Dissertation, McMaster University. Accessed May 27, 2019. http://hdl.handle.net/11375/18772.

MLA Handbook (7th Edition):

Ashour, Ahmed. “WALL-DIAPHRAGM OUT-OF-PLANE COUPLING INFLUENCE ON THE SEISMIC RESPONSE OF REINFORCED MASONRY BUILDINGS.” 2016. Web. 27 May 2019.

Vancouver:

Ashour A. WALL-DIAPHRAGM OUT-OF-PLANE COUPLING INFLUENCE ON THE SEISMIC RESPONSE OF REINFORCED MASONRY BUILDINGS. [Internet] [Doctoral dissertation]. McMaster University; 2016. [cited 2019 May 27]. Available from: http://hdl.handle.net/11375/18772.

Council of Science Editors:

Ashour A. WALL-DIAPHRAGM OUT-OF-PLANE COUPLING INFLUENCE ON THE SEISMIC RESPONSE OF REINFORCED MASONRY BUILDINGS. [Doctoral Dissertation]. McMaster University; 2016. Available from: http://hdl.handle.net/11375/18772


Brno University of Technology

13. Nečas, Daniel. Nosná konstrukce bytového domu Palackého třída 24, Brno .

Degree: 2013, Brno University of Technology

 Diplomová práce se zabývá návrhem nosné konstrukce bytového domu. Založení je realizováno prostřednictvím soustavy základových pásů. Hlavními nosnými prvky ve svislém směru jsou nosné zděné… (more)

Subjects/Keywords: bytový dům; nosná konstrukce; nosné stěny; zdivo; železobeton; předpjatý nosník; schodiště; základový pás; zatížení; vnitřní síly; residential building; load-bearing structure; load-bearing walls; masonry; reinforced concrete; prestressed concrete; staircase; strip footing; loads; internal forces

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

APA (6th Edition):

Nečas, D. (2013). Nosná konstrukce bytového domu Palackého třída 24, Brno . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29851

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):

Nečas, Daniel. “Nosná konstrukce bytového domu Palackého třída 24, Brno .” 2013. Thesis, Brno University of Technology. Accessed May 27, 2019. http://hdl.handle.net/11012/29851.

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

MLA Handbook (7th Edition):

Nečas, Daniel. “Nosná konstrukce bytového domu Palackého třída 24, Brno .” 2013. Web. 27 May 2019.

Vancouver:

Nečas D. Nosná konstrukce bytového domu Palackého třída 24, Brno . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 May 27]. Available from: http://hdl.handle.net/11012/29851.

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

Council of Science Editors:

Nečas D. Nosná konstrukce bytového domu Palackého třída 24, Brno . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29851

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


Brno University of Technology

14. Kozák, Tomáš. Rodinný dům .

Degree: 2013, Brno University of Technology

 Cílem bakalářské práce je návrh a zpracování projektové dokumentace rodinného domu. Projektová dokumentace řeší jednogenerační, samostatně stojící rodinný dům. Objekt je navržen jako třípodlažní novostavba… (more)

Subjects/Keywords: Rodinný dům Třípodlažní Částečně podsklepený Základové pasy Zděné stěny Železobetonové sloupy Ustupující konstrukce Keramickobetonový strop Plochá střecha; Family house Three-story Partial basement Foundation grade-beams Masonry walls Reinforced concrete posts Step-back design Ceramic-concrete ceiling Flat roof

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

APA (6th Edition):

Kozák, T. (2013). Rodinný dům . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29223

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):

Kozák, Tomáš. “Rodinný dům .” 2013. Thesis, Brno University of Technology. Accessed May 27, 2019. http://hdl.handle.net/11012/29223.

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

MLA Handbook (7th Edition):

Kozák, Tomáš. “Rodinný dům .” 2013. Web. 27 May 2019.

Vancouver:

Kozák T. Rodinný dům . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 May 27]. Available from: http://hdl.handle.net/11012/29223.

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

Council of Science Editors:

Kozák T. Rodinný dům . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29223

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

15. muho, edmond. Αντισεισμικός σχεδιασμός επίπεδων κατασκευών οπλισμένου σκυροδέματος με ιδιομορφικούς συντελεστές συμπεριφοράς και διάφορες στάθμες επιτελεστικότητας.

Degree: 2017, University of Patras; Πανεπιστήμιο Πατρών

 In this Ph.D Thesis a performance-based seismic design method, for plane reinforced concrete (R/C) moment-resisting frames (MRF), MRF with Infills and dual system with rectangular… (more)

Subjects/Keywords: Αντισεισμικός σχεδιασμός; Κατασκευές οπλισμένου σκυροδέματος; Ιδιομορφικοί συντελεστές συμπεριφοράς; στάθμες επιτελεστικότητας; μέθοδος των δυνάμεων; ισοδύναμη γραμμικοποίηση; Ισοδύναμη απόσβεση; λόγοι ισοδύναμης ιξώδους ιδιομορφικής απόσβεσης; σχεδιασμός κατασκευών οπλισμένου σκυροδέματος; προσομοίωση κατασκευών οπλισμένου σκυροδέματος; τοιχοπληρώσεις; δυαδικά συστήματα πλαισίων-τοιχωμάτων; καμπτικά πλαίσια; Seismic design; Modal strength reduction factors; Behaviour factor; performance-based seismic design; moment-resisting frames; Masonry infills; dual system with rectangular Walls; performance levels; equivalent modal damping ratios; Transfer function; reinforced concrete modeling for nonlinear analysis; modeling stiffness of r/c; effective elastic stiffness of r/c; Strength and stiffness degradation; Reinforced concrete structures; equivalent linearization

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

APA (6th Edition):

muho, e. (2017). Αντισεισμικός σχεδιασμός επίπεδων κατασκευών οπλισμένου σκυροδέματος με ιδιομορφικούς συντελεστές συμπεριφοράς και διάφορες στάθμες επιτελεστικότητας. (Thesis). University of Patras; Πανεπιστήμιο Πατρών. Retrieved from http://hdl.handle.net/10442/hedi/40278

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):

muho, edmond. “Αντισεισμικός σχεδιασμός επίπεδων κατασκευών οπλισμένου σκυροδέματος με ιδιομορφικούς συντελεστές συμπεριφοράς και διάφορες στάθμες επιτελεστικότητας.” 2017. Thesis, University of Patras; Πανεπιστήμιο Πατρών. Accessed May 27, 2019. http://hdl.handle.net/10442/hedi/40278.

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

MLA Handbook (7th Edition):

muho, edmond. “Αντισεισμικός σχεδιασμός επίπεδων κατασκευών οπλισμένου σκυροδέματος με ιδιομορφικούς συντελεστές συμπεριφοράς και διάφορες στάθμες επιτελεστικότητας.” 2017. Web. 27 May 2019.

Vancouver:

muho e. Αντισεισμικός σχεδιασμός επίπεδων κατασκευών οπλισμένου σκυροδέματος με ιδιομορφικούς συντελεστές συμπεριφοράς και διάφορες στάθμες επιτελεστικότητας. [Internet] [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2017. [cited 2019 May 27]. Available from: http://hdl.handle.net/10442/hedi/40278.

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

Council of Science Editors:

muho e. Αντισεισμικός σχεδιασμός επίπεδων κατασκευών οπλισμένου σκυροδέματος με ιδιομορφικούς συντελεστές συμπεριφοράς και διάφορες στάθμες επιτελεστικότητας. [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2017. Available from: http://hdl.handle.net/10442/hedi/40278

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

.