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Dissertations / Theses on the topic 'Reinforced concrete column'

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Published: 4 June 2021

Last updated: 26 July 2025

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1

Hamil, Stephen J. "Reinforced concrete beam-column connection behaviour." Thesis, Durham University, 2000. http://etheses.dur.ac.uk/1523/.

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2

熊朝暉 and Zhaohui Xiong. "Reinforced concrete column behavior under cyclic loading." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2001. http://hub.hku.hk/bib/B31243836.

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3

Xiong, Zhaohui. "Reinforced concrete column behavior under cyclic loading /." Hong Kong : University of Hong Kong, 2001. http://sunzi.lib.hku.hk/hkuto/record.jsp?B23530121.

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4

Lau, Shuk-lei. "Rehabilitation of reinforced concrete beam-column joints using glass fibre reinforced polymer sheets." Click to view the E-thesis via HKUTO, 2005. http://sunzi.lib.hku.hk/hkuto/record/B32001630.

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5

Lau, Shuk-lei, and 劉淑妮. "Rehabilitation of reinforced concrete beam-column joints using glass fibre reinforced polymer sheets." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B32001630.

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6

Parker, Daniel Edward. "Shear strength within reinforced concrete beam-column joints." Thesis, University of Bolton, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.492666.

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Reinforced concrete is an economical construction material and is widely used throughout the world in buildings and bridges. The shear strength within beam-column joints in reinforced concrete structures has been identified as an area where further research is still needed in order to form reliable design methods. The aim of this research programme has been to develop a rational analytical model which can be used conveniently in the design of beam-column joints. The work consists of a brief literature review, an extensive experimental programme and the development of a new analytical model for

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7

Yacoub, Mohamad Toufic 1957. "PERFORMANCE CRITERIA FOR REINFORCED CONCRETE BEAM-COLUMN CONNECTIONS." Thesis, The University of Arizona, 1986. http://hdl.handle.net/10150/275564.

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8

Lloyd, Alan Eric Walker. "Blast Retrofit of Reinforced Concrete Columns." Thesis, Université d'Ottawa / University of Ottawa, 2015. http://hdl.handle.net/10393/32389.

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Explosives place large demands on the lateral load carrying capacity of structures. If these loads are applied on columns, the high pressure transient loads from explosives can result in significant damage to the primary gravity load carrying elements. The loss of these elements, which are responsible from overall strength and stability of the structure, may cause collapse of all or parts of the structure. Therefore, it is important to mitigate the blast loads effects on columns. A comprehensive research study into the design, application, and use of different retrofit systems to mitigate dama

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9

Motamed, Jubin. "Monolithic beam to external column joints in reinforced concrete." Thesis, University of Westminster, 2010. https://westminsterresearch.westminster.ac.uk/item/90727/monolithic-beam-to-external-column-joints-in-reinforced-concrete.

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The benefits of high strength concrete (HSC) in the construction of multi-storey buildings are commonly acknowledged. Past researchers have investigated the suitability of design codes for the use of HSC [1]. However, there are concerns about the shear behaviour of HSC beams and BCJ used in the construction of these buildings. HSC beams have equal or less shear resistance compared to normal strength concrete (NSC) beams [2], and the brittleness of HSC material could be unsuitable for BCJ as confinement stirrups may not be as effective as NSC in the column due to a smaller Poisson’s ratio. This

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10

Salisbury, Seth T. "Repair and strengthening of reinforced concrete beam-column joints." Connect to resource, 2010. http://hdl.handle.net/1811/45377.

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11

Unal, Mehmet. "Analytical Modeling Of Reinforced Concrete Beam-to-column Connections." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612230/index.pdf.

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Prior studies indicated that beam-to-column connections of reinforced concrete (RC) moment resisting frame structures experience considerable deformations under earthquake loading and these deformations have a major contribution to story drift of the building. In current analysis and design applications, however, the connection regions are generally modeled as rigid zones and the inelastic behavior of the joint is not taken into account. This assumption gives rise to an underestimation of the story drifts and hence to an improper assessment of the seismic performance of the structure. In order

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12

Vollum, Robert Lars. "Design and analysis of reinforced concrete beam-column joints." Thesis, Imperial College London, 1998. http://hdl.handle.net/10044/1/7500.

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13

Kishysh, Kadhum Othman. "Finite element analysis of fire-exposed reinforced concrete column." Thesis, University of Sheffield, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.280522.

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14

Hannah, Mark Alexander. "Investigation of the design recommendations of reinforced concrete beam-column joints." Thesis, University of Canterbury. Civil Engineering, 2013. http://hdl.handle.net/10092/10981.

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A parametric analysis on 58 beam-column joint specimens has been conducted. The analysis considered 14 fundamental parameters in the design of each specimen and two performance indicators: the horizontal shear strength ratio between the maximum measured strength and the theoretical strength at beam yield, and the nominal curvature ductility of the adjacent beams. Each parameter was varied by a power function, while the linear correlation coefficient between each parameter and performance indicator was recorded. A combined multiple parameter analysis was then conducted to show the interactio

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15

YUAN, WENQING. "SLENDERNESS EFFECTS IN FRP-REINFORCED CONCRETE COLUMNS." University of Cincinnati / OhioLINK, 2001. http://rave.ohiolink.edu/etdc/view?acc_num=ucin988054670.

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16

Tehrani, Fariborz Mohammadi. "Performance of steel fiber-reinforced concrete in beam-column connections." Diss., Restricted to subscribing institutions, 2008. http://proquest.umi.com/pqdweb?did=1619097981&sid=1&Fmt=2&clientId=1564&RQT=309&VName=PQD.

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17

Elmorsi, Mostafa Saad Eldine. "Analytical modeling of reinforced concrete beam column connections for seismic loading." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape11/PQDD_0006/NQ42844.pdf.

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18

Carrea, Francesco. "Shake-table test on a full-scale bridge reinforced concrete column." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2011. http://amslaurea.unibo.it/1756/.

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19

Cheung, (Patrick) Pak Chiu. "Seismic design of reinforced concrete beam-column joints with floor slab." Thesis, University of Canterbury. Civil Engineering, 1991. http://hdl.handle.net/10092/9451.

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Beam-column joints are addressed in the context of current design procedures and performance criteria for reinforced concrete ductile frames subjected to large earthquake motions. Attention is drawn to the significant differences between the pertinent requirements of concrete design codes of New Zealand and the United States for such joints. The difference between codes stimulated researchers and structural engineers of the United States, New Zealand, Japan and China to undertake an international collaborative research project. The major investigators of the project selected issues and set gui

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20

Ridwan. "Reinforced concrete beam-column joints strengthened in shear with embedded bars." Thesis, University of Birmingham, 2016. http://etheses.bham.ac.uk//id/eprint/7138/.

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Beam-column (BC) joints play an important role in the seismic performance of moment-resisting reinforced concrete (RC) frame structures. Without adequate joint shear reinforcement, BC joints can be the most vulnerable elements during an earthquake. Several techniques for improving the seismic performance of BC joints have been proposed, but they have been criticised for being labour-intensive and/or susceptible to premature debonding. This research explores the application of the deep embedment technique for strengthening a shear-deficient beam-column joint. Two approaches, experimental and fi

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21

Wong, Ho Fai. "Shear strength and seismic performance of non-seismically designed reinforced concrete beam-column joints /." View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202005%20WONG.

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22

El-Amoury, Tarek Abbas Ghobarah Ahmed. "Seismic rehabilitation of concrete frame beam-column joints /." *McMaster only, 2004.

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23

Gurbuz, Tuba. "Impact performance and mitigation of reinforced concrete columns." Thesis, Queensland University of Technology, 2018. https://eprints.qut.edu.au/122182/1/Tuba_Gurbuz_Thesis.pdf.

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This thesis studies the behavior of RC columns vulnerable to vehicular impacts and develops an appropriate retrofitting technique to mitigate the adverse effects of the impact. The findings of this research will inform new designs and retrofitting of existing designs to enhance their safety and protect the structures they support

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24

Mitra, Nilanjan. "An analytical study of reinforced concrete beam-column joint behavior under seismic loading /." Thesis, Connect to this title online; UW restricted, 2007. http://hdl.handle.net/1773/10156.

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25

Zerkane, Ali S. H. "Cyclic Loading Behavior of CFRP-Wrapped Non-Ductile Reinforced Concrete Beam-Column Joints." PDXScholar, 2016. http://pdxscholar.library.pdx.edu/open_access_etds/3000.

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Use of fiber reinforced polymer (FRP) material has been a good solution for many problems in many fields. FRP is available in different types (carbon and glass) and shapes (sheets, rods, and laminates). Civil engineers have used this material to overcome the weakness of concrete members that may have been caused by substandard design or due to changes in the load distribution or to correct the weakness of concrete structures over time specially those subjected to hostile weather conditions. The attachment of FRP material to concrete surfaces to promote the function of the concrete members with

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26

Engindeniz, Murat. "Repair and strengthening of Pre-1970 reinforced concrete corner beam-column joints using CFRP composites." Diss., Atlanta, Ga. : Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/24808.

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Thesis (Ph.D.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2008.<br>Committee Co-Chair: Kahn, Lawrence F.; Committee Co-Chair: Zureick, Abdul-Hamid; Committee Member: Armanios, Erian A.; Committee Member: Gentry, Russell T.; Committee Member: Leon, Roberto T.

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27

AlHarras, Omar. "Seismic behaviour and nonlinear modeling of reinforced concrete flat slab-column connections." Thesis, University of British Columbia, 2015. http://hdl.handle.net/2429/54469.

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The contemporary structural design practice of tall buildings typically incorporates a lateral force resisting system, along with a gravity system that often includes reinforced concrete flat slabs. A major challenge with the design of this system is ensuring adequate strength and deformation capacities of the flat slab-column connections, especially when the structure is prone to strong seismic excitations. When a flat slab-column connection is subjected to a combination of gravity and lateral loads, failure may occur in multiple modes. Comprehensive literature reviews of the experimental stu

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28

McHarg, Peter J. "Effect of fibre-reinforced concrete on the performance of slab-column specimens." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ37272.pdf.

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29

Birss, B. R. "The elastic behaviour of earthquake resistant reinforced concrete interior beam-column joints." Thesis, University of Canterbury. Civil Engineering, 2013. http://hdl.handle.net/10092/7750.

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This report is concerned with the theoretical and experimental study of the behaviour of interior reinforced concrete beam-column joints under simulated earthquake loading. An experimental program investigated the performance of two beam-column joint subassemblages subjected to static cyclic loading within elastic limits. The post-elastic behaviour of the two test units was then examined by testing to failure. A theoretical method for analysis of the joint shear resisting mechanisms is reviewed and analyses of prototype beam-column joints are reported. Results of this analysis were then com

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30

Pohoryles, D. A. "Realistic FRP seismic strengthening schemes for interior reinforced concrete beam-column joints." Thesis, University College London (University of London), 2017. http://discovery.ucl.ac.uk/1553180/.

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The observation, in recent earthquakes, of brittle collapses of reinforced concrete (RC) structures built before the introduction of detailed seismic design codes (pre-1970’s), underlines the need for significant upgrades to the existing RC building stock. In particular, weak-column/strong-beam mechanisms and shear failures have potentially catastrophic impacts that could be addressed by repair and retrofit solutions. In recent years, retrofits with fibre reinforced polymers (FRP) are becoming increasingly popular due to the benefits of corrosion resistance, high strength-to-weight ratio and r

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31

黃崑 and Kun Huang. "Design and detailing of diagonally reinforced interior beam-column joints for moderate seismicity regions." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B31244233.

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32

Fisher, Matthew John. "Experimental Evaluation of Reinforcement Methods for Concrete Beam-Column Joints." The Ohio State University, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=osu1243628129.

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33

Lodhi, Muhammad S. "Seismic Evaluation of Reinforced Concrete Columns and Collapse of Buildings." The Ohio State University, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=osu1357318783.

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34

Eldawie, Alaaldeen Hassan. "COLLAPSE MODELING OF REINFORCED CONCRETE FRAMES UNDER SEISMIC LOADING." The Ohio State University, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1595607477704066.

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35

Yilmaz, Taner. "Seismic Response Of Multi-span Highway Bridges With Two-column Reinforced Concrete Bents Including Foundation And Column Flexibility." Master's thesis, METU, 2008. http://etd.lib.metu.edu.tr/upload/12610191/index.pdf.

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Seismic design of highway bridges has improved as a result of the experience gained from large earthquakes of the last thirty years. Ductility demand and reserved capacity are extremely important response measures used in new bridge designs to assess target damage levels. However, the application of practical design approaches specified in bridge design codes is not well-defined for bridges over flexible foundations. Within the scope of this research, thirty two bridge models having varying column aspect ratio, amount of column longitudinal reinforcement and foundation flexibility parameters a

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36

Brubaker, Briana. "Experimental Evaluation and Computer Analysis of Multi-Spiral Confinement in Reinforced Concrete Columns." Kansas State University, 2017. http://hdl.handle.net/2097/35324.

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Master of Science<br>Department of Civil Engineering<br>Asadollah Esmaeily<br>Bridge and building construction in areas that sustain frequent seismic activity require the use of heavy lateral steel reinforcement within concrete columns to handle the lateral loads. Multi-spiral lateral reinforcement has been recently introduced to the construction field to offer an alternative to the traditional hoop and tie reinforcement. This report evaluates the experimental data observed in multiple experimental studies done on different concrete specimens. These specimens include multiple rectilinear reinf

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37

Zhong, Jinquan. "Seismic fragility estimates for corroded reinforced concrete bridge structures with two-column bents." [College Station, Tex. : Texas A&M University, 2008. http://hdl.handle.net/1969.1/ETD-TAMU-3143.

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38

Brooke, Nicholas J. "Improving the performance of reinforced concrete beam-column joints designed for seismic resistance." Thesis, University of Auckland, 2011. http://hdl.handle.net/2292/8697.

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The testing of thirteen large scale beam-column joints forms the framework for the content of this thesis. The thirteen tests were divided into three series, each of which investigated an aspect of earthquake resistant design of moment resisting frames. The results obtained from testing the first series of four beam-column joints contradicted the conclusion of earlier research that design criterion specifying the ratio of column depth to bar diameter required to anchor beam longitudinal reinforcement at interior beam-column joints was non-conservative when applied to Grade 500E reinforce

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39

Alberson, Ryan M. "Performance of Reinforced Concrete Column Lap Splices." 2009. http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7068.

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Cantilevered reinforced concrete columns with a lap splice of the longitudinal reinforcement near the base can induce high moment demands on the splice region when lateral loads are present on the structure. Code design specifications typically require a conservative splice length to account for these high moment demands and their consequences of bond failure. The required splice length is calculated as a function of required development length, which is a function of the bond between the reinforcement and the surrounding concrete, and a factor depending on the section detailing. However, the

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40

Xu, Shi-Ran, and 許世然. "The Numerical Design for Reinforced Concrete Column." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/05003095764583180125.

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41

Hsu, Shyh-Ran, and 許世然. "The Numerical Design for Reinforced Concrete Column." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/78810517462709473926.

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碩士<br>國立台灣工業技術學院<br>營建工程技術研究所<br>85<br>ABSTRACT Trial and error method is the common method usedfor the reinforced concrete column design. Theprocedure used in this method is quite complicated,therefore it is not suitable for the computeralgorithm. Another approach is used in this study to solve this problem. Mathematical equations were first derived by thereinforced concrete basic assumptions. Then thenumerical bisection method was used to find thelocation of neutral axis. Reinforced are

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42

Jiun-Shing, Ju, and 朱俊星. "Steel Reinforced Concrete Structures Beam-to-column Connections." Thesis, 1993. http://ndltd.ncl.edu.tw/handle/09273234545681582967.

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碩士<br>國立臺灣科技大學<br>營建工程技術學系<br>81<br>This research work is aimed at studyinghe behavior of beam- to-column connection of pre-aststeel reinforced concrete structures. The prosndcons of traditional design and construction ofhese beam-to-column connections are examined andn innovated method is developed to simplify theonstruction procedure and to improve its seismicesistance characteristic. By using a specialesigned cover plate on the bottom flange oftructural shapes to

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43

"Behavior and modeling of reinforced concrete slab-column connections." Thesis, 2007. http://hdl.handle.net/2152/3046.

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44

Tian, Ying 1971. "Behavior and modeling of reinforced concrete slab-column connections." 2007. http://hdl.handle.net/2152/13220.

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45

Jui-HsienHuang and 黃瑞賢. "Behavior of Reinforced Concrete Beam-Column Sub-Assemblage Subjected to Elevated Temperatures–Ordinary Concrete Exterior Columns." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/13766433473516317891.

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碩士<br>國立成功大學<br>土木工程學系碩博士班<br>98<br>The behavior of full-scale reinforced concrete beam-exterior column sub-assemblage during and after elevated temperature test is studied. In the experimental study, the ordinary concrete specimens (NC4 and NC6) were tested according to ISO 834 temperature-time curve. The column was subjected to four-face heating. The primary objectives were the deformation of specimens during heating and cooling stages and the distribution of temperature, and the residual strength. In the analytical study, the ANSYS program was used to predict the temperature distribution of

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46

CHUNG, LIU LIEN, and 劉廉中. "Simulation of Seismic Response of Reinforced Concrete Bridge Column." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/03623178005382108954.

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碩士<br>國立臺北科技大學<br>土木與防災技術研究所<br>92<br>It is a very difficult task to obtain the seismic response of the reinforced concrete bridge columns. This is because that the structural system will go into a nonlinear range under severe seismic ground motion. The nonlinear behavior of reinforced concrete members is very complicated since the load-displacement relation exhibits stiffness degradation, strength deterioration and pinching effect. Thus, it is very hard to accurately simulate the load-displacement relationship for reinforce concrete members. The pseudodynamic technique will be applied to yiel

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47

Liang, Lilin, and 梁禮麟. "Flexural-Torsional behavior of steel-encased reinforced concrete column." Thesis, 2000. http://ndltd.ncl.edu.tw/handle/04447865479348459732.

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碩士<br>國立中央大學<br>土木工程研究所<br>88<br>ABSTRACT Due to the interaction of steel tube and reinforced concrete of a composite section design, it is found that the reinforced concrete is capable of delaying the local buckling of encased steel tube. This composite design can be adequate for earthquake resistant purposes under compressive or flexural loading, however, the design performance may be susceptible when applied to constructions with unsymmetrical loading which induces torsional load. This study is focused on the flexural-torsional behavior of a composite design co

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48

張勝勛. "Confinement effectiveness of lumned hoops in reinforced concrete column." Thesis, 1986. http://ndltd.ncl.edu.tw/handle/68127346593300034398.

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49

Hsu, Cheng-Hong, and 徐振閎. "Seismic behavior of Reinforced Concrete Column with Interlocking Spirals." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/86521300113560193054.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>99<br>Along with the evolution of reinforced concrete’s application in Taiwan, inter-locking spiral has been accepted and used as a type of transverse steel. It is showed that reinforced concrete using inter-locking spiral can not only reduce the artificial error of hoops, but also reduce using the amount of hoops. It is also demonstrated the reinforced concrete using inter-locking spiral can provide more confinement. The present research of reinforced concrete using inter-locking spiral, is mostly aimed at the squared cross-section. However, the rectangular cross-s

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50

Chang, Chung-Chia, and 張眾佳. "Reinforced Concrete Member Nonlinear Analysis Method and Model Building And Strengthening of Reinforced Concrete Column with Steel Jacketting Method in Column-end Connect." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/87970399257093028217.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>97<br>Concrete has high compressive strength, but relatively low tensile strength (approximately only 1/10 of its compressive strength). When it expands with heat or contracts with cold, cracks will occur. When the cracks do occur, the concrete is imperfect and it will no longer be aligned. Therefore if we are able to understand further the effects of the cracks, it will help our research greatly. This research project will use the SAP2000 finite element method, Link and Plane stress to simulate reinforced concrete members. We will also consider concrete, steel bars,

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