Results 41 to 50 of about 2,616,911 (291)
Influence of Precast Member Corbels on Seismic Performance of Precast Beam-Slab-Column Joints
To improve the construction efficiency of precast structures, reinforced concrete corbels acted as support members are the most common connection method.
Hongtao Liu, Pengchao Kong, Taoping Ye
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The paper discusses how joint damage and deterioration affect the seismic response of existing reinforced concrete frames with sub-standard beam–column joints.
Naveed Ahmad +6 more
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The behaviour of exterior beam-column joints
Analytical models for the design of column-beam joints in earthquake resisting multistorey frames, largely developed in New Zealand, are reviewed. These models were based on evidence obtained from the study of interior joints. To verify the applicability of such models also to exterior beam-column joints, where a better anchorage for the beam ...
T. Paulay, A. Scarpas
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A column base fully assembled joint connecting square steel tube column and H-shaped steel beam was proposed. The joint is formed in the intersection of the beam and column, the flange is connected to the column, and the steel beam is connected by the ...
Chenjia XU +3 more
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This paper is the result of deliberations of the Society's Study Group for the seismic design of steel structures.
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Steel frame structures have been increasingly widely used in high-rise and multi-story building design. However, traditional rigid welded beam–column joints exhibit poor ductility and high residual stress, which are key reasons for their susceptibility ...
Weizhen Wang +4 more
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The Research and Development on Shoulder Beam of CFST
This paper elaborates the research on mechanical behavior of shoulder beam joint of CFST column in China based on the experimental research, finite element analysis and theoretical calculation.
Lan Tao +3 more
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This paper is the result of deliberations of the Society's discussion group on seismic design of ductile moment resisting reinforced concrete frames.
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Strengthening of defected beam–column joints using CFRP
This paper presents an experimental study for the structural performance of reinforced concrete (RC) exterior beam-column joints rehabilitated using carbon-fiber-reinforced polymer (CFRP). The present experimental program consists of testing 10 half-scale specimens divided into three groups covering three possible defects in addition to an adequately ...
Mohamed H. Mahmoud +3 more
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Cyclic response of RC beam-column joints reinforced with plain bars: an experimental testing campaign [PDF]
Existing reinforced concrete (RC) buildings constructed until the mid-70’s, with plain reinforcing bars, are expected to behave poorly when subjected to earthquake actions.
Costa, A. +3 more
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