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Relevant bibliographies by topics / Design of reinforced concrete column

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Academic literature on the topic 'Design of reinforced concrete column'

Author: Grafiati

Published: 10 September 2021

Last updated: 11 February 2022

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Journal articles on the topic "Design of reinforced concrete column"

1

Park, Robert. "Ductile Design Approach for Reinforced Concrete Frames." Earthquake Spectra 2, no. 3 (1986): 565–619. http://dx.doi.org/10.1193/1.1585398.

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In the design of multistorey moment-resisting reinforced concrete frames to resist severe earthquakes the emphasis should be on good structural concepts and detailing of reinforcement. Poor structural concepts can lead to major damage or collapse due to column sidesway mechanisms or excessive twisting as a result of soft storeys or lack of structural symmetry or uniformity. Poor detailing of reinforcement can lead to brittle connections, inadequate anchorage of reinforcement, or insufficient transverse reinforcement to prevent shear failure, premature buckling of compressed bars or crushing of

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2

Anand, Praveen, and Ajay Kumar Sinha. "Effect of Reinforced Concrete Jacketing on Axial Load Capacity of Reinforced Concrete Column." Civil Engineering Journal 6, no. 7 (2020): 1266–72. http://dx.doi.org/10.28991/cej-2020-03091546.

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Whenever a member of a structure becomes structurally deficient, it becomes vulnerable to the existing load and for the additional loads that it may be subjected to in the coming future. Since columns are the most important structural element, the structural retrofit of columns, relative to other structural elements is of prime importance. This study intends to investigate the performance and behaviour of an RC column jacketed with Reinforced Concrete columns under axial loads. The objective of this paper is to find out the efficiency of RC jacket in enhancing the strength of an existing RC co

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3

Cheung, P. C., T. Paulay, and R. Park. "Some possible revisions to the seismic provisions of the New Zealand concrete design code for moment resisting frames." Bulletin of the New Zealand Society for Earthquake Engineering 25, no. 1 (1992): 37–43. http://dx.doi.org/10.5459/bnzsee.25.1.37-43.

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Possible revisions to the seismic design provisions of the New Zealand concrete design code NZS 3101: 1982 for ductile reinforced concrete moment resisting frames are discussed. Topics include shear reinforcement for beam-column joint cores, anchorage of longitudinal reinforcement passing through beam-column joint cores, and transverse reinforcement in columns for confinement in potential plastic hinge regions of columns. The recommendations are based on recent experimental and theoretical studies of the simulated seismic response of beam-column joints and columns in ductile reinforced concret

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4

Bao, Yanhong, Bowen Chen, and Lei Xu. "Analysis of Concrete-Filled Steel Tube Reinforced Concrete Column-Steel Reinforced Concrete Beam Plane Frame Structure Subjected to Fire." Advances in Civil Engineering 2021 (April 7, 2021): 1–12. http://dx.doi.org/10.1155/2021/6620030.

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The ABAQUS finite-element analysis platform was used to understand the mechanical behavior of concrete-filled steel tube reinforced concrete (CFSTRC) columns and steel reinforced concrete (SRC) beam plane frames under fire conditions. Thermal parameters and mechanical constitutive model of steel and concrete materials were reasonably selected, the correct boundary conditions were chosen, and a numerical model for the thermal mechanical coupling of CFSTRC columns and SRC beam plane frame structure was established. The finite-element model was verified from related experimental test results. The

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Gramblička, Štefan, and Peter Veróny. "Transverse Reinforcement in Reinforced Concrete Columns." Selected Scientific Papers - Journal of Civil Engineering 8, no. 2 (2013): 41–50. http://dx.doi.org/10.2478/sspjce-2013-0017.

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Abstract In the article we are dealing with the influence of transverse reinforcement to the resistance of a cross-section of the reinforced concrete columns and also with the effective detailing of the column reinforcement. We are verifying the correctness of design guides for detailing of transverse reinforcement. We are also taking into account the diameter of stirrups and its influence over transverse deformation of column.

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Purba, Burt K., and Aftab A. Mufti. "Investigation of the behavior of circular concrete columns reinforced with carbon fiber reinforced polymer (CFRP) jackets." Canadian Journal of Civil Engineering 26, no. 5 (1999): 590–96. http://dx.doi.org/10.1139/l99-022.

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Recent advancements in the fields of fiber reinforced polymers (FRPs) have resulted in the development of new materials with great potential for applications in civil engineering structures, and due to extensive research over recent years, FRPs are now being considered for the design of new structures. This study describes how carbon fiber reinforced polymer jackets can be used to reinforce circular concrete columns. Fibers aligned in the circumferential direction provide axial and shear strength to the concrete, while fibers aligned in the longitudinal direction provide flexural reinforcement

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Razvi, Salim R., and Murat Saatcioglu. "Analysis and Design of Concrete Columns for Confinement." Earthquake Spectra 15, no. 4 (1999): 791–811. http://dx.doi.org/10.1193/1.1586072.

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An analytical procedure was developed to model formation and progression of flexural hinging in reinforced concrete columns. The procedure was employed to demonstrate second order inelastic analysis of concrete columns under monotonically increasing lateral loads. Other relevant features of inelastic column analysis were also incorporated, including concrete confinement, reinforcement strain hardening, bar buckling and anchorage slip. The analysis procedure has been verified extensively against experimental data, and used to illustrate a displacement-based design procedure for column confineme

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Park, Jong Wook, Sang A. Cha, Ji Eun Kang, Mohamad Mansour, and Jung Yoon Lee. "Axial Strain of Reinforced Concrete Columns." Advanced Materials Research 163-167 (December 2010): 1858–61. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.1858.

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The reinforced concrete members are designed to fail in flexural member to behave ductilely. Also the failure doesn’t impose on columns but beams. But according to the plastic collapse mechanism, the plastic hinge potentially developed at the bottom of the RC column near the base of the structure after flexural yielding. These columns are generally dominated by shear which led to sudden failure in post yielding region because of its relatively short span-to-depth ratio, so special care is needed. The deformability of column with short span-to-depth ratio is small compared with larger span-to-d

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Aryan, Hadi. "Seismic Resistant Bridge Columns with NiTi Shape Memory Alloy and Ultra-High-Performance Concrete." Infrastructures 5, no. 12 (2020): 105. http://dx.doi.org/10.3390/infrastructures5120105.

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Reinforced concrete bridge columns often endure significant damages during earthquakes due to the inherent deficiencies of conventional materials. Superior properties of the new materials such as shape memory alloy (SMA) and ultra-high-performance concrete (UHPC), compared to the reinforcing steel and the normal concrete, respectively, are needed to build a new generation of seismic resistant columns. Application of SMA or UHPC in columns has been separately studied, but this paper aims to combine the superelastic behavior of NiTi SMA and the high strength of UHPC, in order to produce a column

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Elaldi, Faruk, Batuhan Ciloglu, and Yasin Yanikkaya. "A Comparison on Column Reinforcement with Conventional Concrete and Carbon Fiber / Epoxy Exposed to Compression Loading." Solid State Phenomena 305 (June 2020): 85–90. http://dx.doi.org/10.4028/www.scientific.net/ssp.305.85.

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There are lots of concrete columns and beams around in our living cities. Those items are mostly open to aggressively environmental conditions. Mostly, they are deteriorated by sand wind, humidity and other external applications. After a while these beam and columns need to be repaired. Within the scope of this study, for reinforcement of concrete columns, samples were designed and fabricated to be strengthened with carbon fiber reinforced composite materials and conventional concrete encapsulation and followed by, they were put into the axial compression test to determine load carrying perfor

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Dissertations / Theses on the topic "Design of reinforced concrete column"

1

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

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5

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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Soesianawati, M. T. "Limited ductility design of reinforced concrete columns." Thesis, University of Canterbury. Department of Civil Engineering, 1986. http://hdl.handle.net/10092/3643.

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This report describes an experimental and analytical investigation of the strength and ductility of reinforced concrete columns. Four columns of square cross-section were tested under axial compression loading and cyclic lateral loading applied at mid-height which simulated seismic loading. The main variable investigated was the quantity of transverse confining steel used, which ranged between 17 to 46 percent of the NZS 3101:1982 recommended quantity for ductile detailing. The experimental results are reported in the form of lateral loaddisplacement and lateral load-curvatures hysteresis loop

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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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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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Ho, Ching-ming Johnny, and 何正銘. "Inelastic design of reinforced concrete beams and limited ductilehigh-strength concrete columns." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B27500305.

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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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Books on the topic "Design of reinforced concrete column"

1

Tan, Pengguan. Computer aided design of reinforced concrete column. North East London Polytechnic, 1985.

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2

Thurlimann, Bruno. Design of masonry walls and reinforced concrete columns with column-deflection-curves. Birkhauser, 1987.

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3

American Concrete Institute. Committee 352. Recommendations for design of beam-column joints in monolithic reinforced concrete structures. American Concrete Institute, 1985.

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4

American Concrete Institute. Committee 352. Recommendations for design of slab-column connections in monolithic reinforced concrete structures. American Concrete Institute, 1988.

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5

Bezzina, Alexander S. KBES for the design of reinforced concrete columns. Dept. of Civil Engineering University of Alberta, 1987.

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6

Chiew, Sing-Ping, and Yan-Qing Cai. Design of High Strength Steel Reinforced Concrete Columns. CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951.

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Tan, Kar Chun. Eurocode 2 Design Data for Reinforced Concrete Columns. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6841-7.

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8

McLean, David I. Noncontact lap splices in bridge column-shaft connections. Washington State Dept. of Transportation, 1997.

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9

Casandjian, Charles. Reinforced concrete beams, columns and frames: Mechanics and design. ISTE, 2013.

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10

Chiew, Sing-Ping, and Yan-Qing Cai. Design Examples for High Strength Steel Reinforced Concrete Columns. CRC Press, 2018. http://dx.doi.org/10.1201/9780429469428.

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Book chapters on the topic "Design of reinforced concrete column"

1

Mosley, W. H., and J. H. Bungey. "Column Design." In Reinforced Concrete Design. Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-13058-0_9.

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Mosley, W. H., and J. H. Bungey. "Column Design." In Reinforced Concrete Design. Macmillan Education UK, 1987. http://dx.doi.org/10.1007/978-1-349-18825-3_9.

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Mosley, W. H., and J. H. Bungey. "Column Design." In Reinforced Concrete Design. Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-20929-3_9.

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Mosley, W. H., J. H. Bungey, and R. Hulse. "Column design." In Reinforced Concrete Design. Macmillan Education UK, 1999. http://dx.doi.org/10.1007/978-1-349-14911-7_9.

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Hulse, R., and W. H. Mosley. "Column Design." In Reinforced Concrete Design by Computer. Macmillan Education UK, 1986. http://dx.doi.org/10.1007/978-1-349-18930-4_5.

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Green, R. "Reinforced Concrete Column Design." In Trends in Structural Mechanics. Springer Netherlands, 1997. http://dx.doi.org/10.1007/978-94-011-5476-5_27.

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Mosley, W. H., R. Hulse, and J. H. Bungey. "Column Design." In Reinforced Concrete Design to Eurocode 2 (EC2). Macmillan Education UK, 1996. http://dx.doi.org/10.1007/978-1-349-13413-7_9.

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8

Tan, Kar Chun. "Design Data for Column with 16-mmØ Rebar." In Eurocode 2 Design Data for Reinforced Concrete Columns. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6841-7_3.

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Tan, Kar Chun. "Design Data for Column with 20-mmØ Rebar." In Eurocode 2 Design Data for Reinforced Concrete Columns. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6841-7_4.

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Tan, Kar Chun. "Design Data for Column with 25-mmØ Rebar." In Eurocode 2 Design Data for Reinforced Concrete Columns. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6841-7_5.

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Conference papers on the topic "Design of reinforced concrete column"

1

Dragan, Dan Alexandru, Andre Plumier, and Herve Degee. "Experimental study of the force transfer mechanism in transition zone between composite column and reinforced concrete column." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7028.

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The current EN 1992 provides structured information related to the design of reinforced concrete columns or reinforced concrete column beam connections. On the other hand, EN 1994 gives enough information on the design of composite columns but none of the current codes provide details about a possible transfer zone in the case of usage of RC and composite column solution. The current study tends to fill the gap between these two norms. In the current experimental campaign, carried out in the frame of the European research program SmartCoCo, it is presented as a calibration method for a tentati

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2

LaFave, James M. "Behavior and Design of Reinforced Concrete Beam-Column Connections with Wide Beams." In Structures Congress 2001. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40558(2001)71.

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3

leon, Roberto T., Ioannis Koutromanos, and Chenxi Xing. "Advanced Simulations for Seismic Design of Reinforced Concrete Joints." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1706.

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<p>The seismic performance of older reinforced concrete moment frames in recent earthquakes indicates that these buildings are particularly vulnerable to collapse. Although extensive experimental research over the last three decades has clarified some of the mechanisms governing the behavior of this structural typology, detailed modeling of their behavior has remained elusive. A primary reason is that our ability to model the beam-column-slab connections is poor when shear cracking and bond degradation interact strongly. In this work, two types of advanced models have been developed to a

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Liwen, Shi, Liu Shuguang, Yan Changwang, and Jiang Haijun. "Experimental Study on Reinforced Concrete Column Strengthened by CFRP under Bidirectional Eccentric Load." In 2010 International Conference on Intelligent System Design and Engineering Application (ISDEA). IEEE, 2010. http://dx.doi.org/10.1109/isdea.2010.129.

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Landler, Josef, and Oliver Fischer. "Punching Shear Capacity of Steel Fiber Reinforced Concrete Slab- Column Connections." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0467.

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<p>To design flat slabs directly supported on columns, the punching shear resistance of the slab is a main factor. It can be increased in the vicinity of the slab-column connection with punching shear reinforcement, like bent up bars or shear studs, to bear the high reaction forces. However, the usage of punching shear reinforcement requires the knowledge of special design rules and often leads to problems and deficiencies in construction.</p><p>Fiber reinforced concrete seems to be a promising alternative to conventional punching shear reinforcement. To investigate the load

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WALD, Frantisek Emanuel, Tesfamariam Arha, Vladimir Křístek, et al. "To shear failure of steel and fibre-reinforced concrete circular hollow section composite column at elevated temperature." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7201.

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This study predicts the shear strength of steel fibre reinforced concrete (SFRC) members at elevated temperature using numerical modelling. The authors derived the stress-strain relation in the pure shear mode at ambient temperature based on a damage model calibrated at ambient and elevated temperatures. The model was validated on the special experimental arrangement for the pure shear mode of the SFRC in torsion. These results enables to determine the stress-strain diagram at elevated temperature. The shear strength of SFRC is compared with the compressive and tensile strength and used to obs

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Bogdan, Teodora, and Maciej Chrzanowski. "Mega columns with several reinforced steel profiles – experimental and numerical investigations." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7126.

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Steel reinforced concrete (SRC) columns are widely used in super high-rise buildings, since they can provide larger load bearing capacity and better ductility than traditional reinforced concrete (RC) columns. Six concrete – encased composite columns were designed based on a typical mega-column of a super high-rise building constructed in China. The specimens are identical in geometrical configurations having as changing parameter the eccentricity ratio of the applied load: every two of the specimens were loaded statically with the eccentricity ratio of 0, 10%, and 15%, respectively. Such colu

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Shuai, Wang, Shi Jingchen, Lv Na, and Yuan Xinjie. "Experimental Design of Shear Resistance of Plastic Hinge of 500 MPa Reinforced Concrete Column." In 2020 5th International Conference on Smart Grid and Electrical Automation (ICSGEA). IEEE, 2020. http://dx.doi.org/10.1109/icsgea51094.2020.00031.

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Muscati, Roberta. "AN EXAMPLE OF COLUMN DESIGN OPTIMIZATION FOR FAILURE MODE CONTROL OF REINFORCED CONCRETE FRAMES." In VII European Congress on Computational Methods in Applied Sciences and Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2016. http://dx.doi.org/10.7712/100016.2428.8228.

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Chin, King H., Heidi P. Cashman, and Chris Barnes. "Design and Construction of Column Supported Embankment Using Deep Soil Mixing Columns and Reinforced Concrete Load Transfer Slab." In Grouting 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480809.028.

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Reports on the topic "Design of reinforced concrete column"

1

Yang, Hua, Faqi Liu, Yuyin Wang, and Sumei Zhang. FIRE RESISTANCE DESIGN OF CIRCULAR STEEL TUBE CONFINED REINFORCED CONCRETE COLUMNS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.094.

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McKinley, Leo D. Reinforced Concrete Wall Form Design Program. Defense Technical Information Center, 1992. http://dx.doi.org/10.21236/ada258504.

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3

Gavin, Thomas. Limit Design of Unbraced Reinforced Concrete Frames. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.2559.

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4

Moehle, Jack P., John D. Hooper, and Christopher D. Lubke. Seismic design of reinforced concrete special moment frames :. National Institute of Standards and Technology, 2008. http://dx.doi.org/10.6028/nist.gcr.08-917-1.

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Zerkane, Ali. Cyclic Loading Behavior of CFRP-Wrapped Non-Ductile Reinforced Concrete Beam-Column Joints. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.3001.

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Lew, H. S., Yihai Bao, Fahim Sadek, Joseph A. Main, Santiago Pujol, and Mete A. Sozen. An Experimental and Computational Study of Reinforced Concrete Assemblies under a Column Removal Scenario. National Institute of Standards and Technology, 2011. http://dx.doi.org/10.6028/nist.tn.1720.

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MacFarlane, Eric Robert. Proposed Methodology for Design of Carbon Fiber Reinforced Polymer Spike Anchors into Reinforced Concrete. Office of Scientific and Technical Information (OSTI), 2017. http://dx.doi.org/10.2172/1360687.

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Woodson, Stanley C., and William A. Price. Improved Strength Design of Reinforced Concrete Hydraulic Structures - Research Support. Defense Technical Information Center, 1992. http://dx.doi.org/10.21236/ada251470.

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9

Hayes, John R., and Jr. Investigation of the Use of Viscoelastic Damping Devices to Rehabilitate a Lightly Reinforced Concrete Slab- Column Structure. Defense Technical Information Center, 1998. http://dx.doi.org/10.21236/ada360496.

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10

Moehle, Jack P., and John D. Hooper. Seismic Design of Reinforced Concrete Special Moment Frames: A Guide for Practicing Engineers, Second Edition. National Institute of Standards and Technology, 2016. http://dx.doi.org/10.6028/nist.gcr.16-917-40.

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