Results 211 to 220 of about 3,725 (263)
Characteristics of a new UT-type prefabricated joint for rectangular steel tubes under combined axial-moment loading. [PDF]
Sun M, He L, Yang Z.
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Advanced single-strut modelling of lightweight in-filled RC frames: validation and seismic performance assessment. [PDF]
El-Fotuh GA, Attia WA, El-Feky MS.
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Analytical Study of Eccentric Beam Column Joint
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Antimicrobial prescribing guidelines for feedlot cattle
Australian Veterinary Journal, EarlyView.
P Cusack +4 more
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Experimental study on seismic performance of prefabricated grid composite walls with different vertical connection forms. [PDF]
Zhang CH +8 more
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Shear strengthening of beam-column joints
Engineering Structures, 2002Shear failure of beam-column joints is identified as the principal cause of collapse of many moment-resisting frame buildings during recent earthquakes. Effective and economical rehabilitation techniques for the upgrade of the joint shear-resistance capacity in existing structures are needed.
Ghobarah, Ahmed, Said, Aly
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Efficiency of Beam–Column Joint Strengthened by FRP Laminates
Advanced Composite Materials, 2010The recent earthquakes have shown that the vulnerability and the defects of the concrete joints in beam- column framed structures were the main causes for many building collapses. Such vulnerability and defects are in general the consequences of many factors.
Attari, Nasser Eddine +2 more
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Flexural Members and Beam-Column Joints
1998The purpose of structural analysis is to predict or explain in a rational way the response of structures to specified loads. The task of analyzing reinforced concrete frames subjected to earthquake loads is among the most difficult ones known, because the loading is highly random and the load-deformation relationships for the structure and its ...
C. Meyer, F. C. Filippou, P. Gergely
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Shear strength of beam–column joint with enlarged joint area
Engineering Structures, 2010Abstract This paper presents planar joint enlargement for increasing the shear strength of sub-standard beam–column joint. Five beam–column specimens were tested under quasi-static cyclic loads. Two control specimens were tested. One was the beam–column joint without joint enlargement and the other was the beam–column joint strengthened by ...
Amorn Pimanmas, Preeda Chaimahawan
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Volume 3c: 17th Reliability, Stress Analysis and Failure Prevention Conference, 2003
Engineering students learn to analyze beams with fixed or pinned ends. A fixed end transmits moment but does not allow rotation of the end. A pinned end allows rotation but does not transmit any moment. Neither end condition is fully achievable in practice.
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Engineering students learn to analyze beams with fixed or pinned ends. A fixed end transmits moment but does not allow rotation of the end. A pinned end allows rotation but does not transmit any moment. Neither end condition is fully achievable in practice.
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