Assessment of Perforated Steel Beam-to-Column Connections Subjected to Cyclic Loading

被引：35

作者：

Tsavdaridis, Konstantinos Daniel ^{[1
]}

Faghih, Faezeh ^{[2
]}

Nikitas, Nikolaos ^{[1
]}

机构：

[1] Univ Leeds, Sch Civil Engn, Leeds LS2 9JT, W Yorkshire, England

[2] City Univ London, Dept Civil Engn, London EC1V 0HB, England

来源：

JOURNAL OF EARTHQUAKE ENGINEERING | 2014年 / 18卷 / 08期

基金：

英国工程与自然科学研究理事会;

关键词：

Steel Moment Connection; Perforated Steel Beams; Web Opening; RWS Connection; Cyclic; Hysteretic; Ductility; Vierendeel Mechanism; Finite Element Analysis; Parametric Study; SECTION MOMENT CONNECTIONS; END-PLATE CONNECTIONS; BEHAVIOR; STRENGTH; DESIGN; SHAPES;

D O I：

10.1080/13632469.2014.935834

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This article presents a study of fully fixed (welded) perforated beam-to-column connections, used as strengthening techniques to seismic-resistant design. The effect of using non-standard novel web opening configurations of variable depths and positions is investigated. The improvements on the structural behavior foreshadow the enhancements gained using these perforated members. It is concluded that using large isolated perforations is an effective way of improving the behavior of connections enhancing their ductility, rotational capacity and their energy dissipation capacity. Moreover, the connections with novel openings outperform the conventional ones; therefore, they can be suitably used in the aseismic design of steel frames.

引用

页码：1302 / 1325

页数：24

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