On the other hand, relatively simple beam- to-column connection details can be utilized for rectangular CFT members. 在另一方面,相对简单的梁柱连接细节可用于矩形和打击资助恐怖主义的成员。 bbs.co188.com 3. Experimental study of steel beam to column connection with cantilever beam splicing under cycli...
rigid column flexible beam model 刚柱柔梁模型 相似单词 beam column 梁柱 connection n. 1.[U]连接,联结;[C][connection between sth and sth; connection with/to sth ] 连接点,连接物 2.[C](供中转旅客及时换 column n. 1.高柱,(通常为)石制圆柱,支柱,纪念柱 2.圆柱形物 3.(缩写为col) ...
PURPOSE:To enable the bonding with high dimensional accuracy by constituting a panel zone body interposed between the mutual joint parts of pillars by joint metallic materials and an outer circumferential plate for connecting the upper and lower joint metallic materials to each other, and forming ...
Three full-sized physical tests have been conducted to understand the performance of existing beam-to-column connection details for simple frames of pultruded profiles. Experimental moment-rotation curves have been obtained under short-term loading and modes of failure established. The tests were on 25...
PURPOSE:To enable the bonding with high dimensional accuracy by forming a panel zone body interposed between the mutual joint parts of pillars by joint metallic materials and an outer circumferential plate for connecting the upper and lower joint metallic materials to each other, and forming through...
网络释义 1. 梁柱节点 梁柱节点,beam... ... ) beam-column joint 梁柱节点 )beam-column joints梁柱节点) Beam-to-column connection 梁柱节点 ... www.dictall.com|基于10个网页 2. 柱之间的连接用节点 ...在框架结构的计算简图中,梁、柱用其轴线表示,梁 与柱之间的连接用节点(beam-column joints)表...
Hakuto S, Park R, Tanaka H (2000) Seismic load tests on interior and exterior beam-column joints with substandard reinforcing details. ACI Struct J 97(1):11–25 Google Scholar Hamil SJ (2000) Reinforced concrete beam-column connection behavior. PhD thesis, School of Engineering, University ...
A new beam-to-column connection developed for precast concrete-resisting frames was proposed in this article. This connection provided adequate structural integrity in the connections and could be constructed easily and rapidly by eliminating the need for welding, bolting, and post-tensioning, and it...
From finite element analysis the P - Δ curves and hysteretic loops of this kind of connection are got. Through the comparison of the performance under forces of this kind of connection to that of the beam-to-column rigid connection without cantilever beam splicing it has been found that this...
In this paper, we also present the results of the tests performed on the optimised design C3, as well as a performance comparison, using Finite Element (FE) models, with the connection C1 and a conventional welded beam-to-tubular-column connection (design C4). 3. Type of connection to opt...