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原文传递 Rotational Behavior of Bolted Beam-to-Column Connections with Locally Cross-Laminated Glulam

题名：	Rotational Behavior of Bolted Beam-to-Column Connections with Locally Cross-Laminated Glulam
其他题名：	ASCE.(2013)."Minimum design loads for buildings and other structures."ASCE standard ASCE/SEI 7-10,ASCE,Reston,VA.
正文语种：	英文
作者：	Mingqian Wang
关键词：	Moment carrying capacity;Ductility;Energy dissipation capacity;Cross-laminated glulam;Beam-to-column connection;Wood Structures
摘要：	This paper summarizes the results of an experimental study on the rotational behavior of bolted beam-to-column glulam connections reinforced using locally cross-laminated glulam members. Twenty-two full-scale connection specimens were tested through monotonic and reversed cyclic loading, from which the moment / rotational angle relationships were established. The results indicated that the cross-laminated technique leads to a more ductile failure mode with cross-aligned inner layers of laminas fractured, in contrast to the perpendicular-to-wood-grain tensile failure of unreinforced connections. The connection maximum moment was found to increase by 52％ and 46％ under monotonic and cyclic loading, respectively; moreover, the deformability ratio evaluated on the basis of the rotation angles corresponding to the yielding and maximum moments of the connections was increased by 94％. Locally cross-laminated connections were also found to dissipate more energy (25％) than unreinforced connections. A comparison of the cross-laminated technique with self-tapping screws indicated that the respective reinforcing effects were comparable with that of the screws being slightly higher. Because the locally cross-laminated technique is readily incorporated into the production of cross-laminated timber products, it may have broad applications in heavy timber-bolted connections.
出版年：	2015
论文唯一标识：	P-26Y2015V141N04009
英文栏目名称：	Technical Papers
doi：	10.1061/(ASCE)ST.1943-541X.0001035
期刊名称：	Journal of Structural Engineering
拼音刊名(出版物代码)：	P-26
卷：	141
期：	04
页码：	70-76