Results 31 to 40 of about 2,616,861 (245)
Structural health monitoring of beam–column joints is paramount, as they are critical load-carrying components of reinforced concrete buildings. Evaluating the ultimate joint shear capacity and failure modes of beam–columns, especially in seismic events,
Giuseppe Santarsiero +3 more
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Seismic retrofit of deficient exterior RC beam-column joints using steel plates and angles
This paper proposes a simple and practical method for retrofitting deficient (non-seismic detailed) exterior beam-column joints based on fixing steel plates and angles around the joint with different configurations. Six half-scale exterior RC beam-column
Mohie E. Shoukry +2 more
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Analysis and strengthening of RC exterior beam-column joints considering column axial force variation [PDF]
In this study, an analytical method is developed to predict the behavior of deficient reinforced concrete beam-column joints after strengthening. Deficient joint is a joint without shear reinforcement.
S.M.S m Ziaalhagh, M. R. Esfahani
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Design of PC beam-column joint applied X-braced bars in the segmented structural system
This study suggests a joint design using an X-brace bar to identify the stability and structural performance of a precast concrete (PC) beam-column joint design, which may cause problems when used in a segmented PC beam system for a long-span structure ...
Sijun Kim +3 more
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The response of non-sway steel framed structures with semi-rigid connections. [PDF]
This thesis describes research work undertaken to examine the influence of joint resis- tance to in-plane moments on the assessment of five fun scale two dimensional steel frames.
Lau, Sui Ming
core +6 more sources
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
doaj +1 more source
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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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
doaj +1 more source

