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	Global stability design method of buckling-restrained braces considering end bending moment transfer: Discussion on pinned connections with collars
	Zhao, Junxian; Wu, Bin; Ou, Jinping
刊名	ENGINEERING STRUCTURES
	2013
卷号	49页码:947-962
关键词	Buckling-restrained brace End bending moment Global stability Design criterion Simplified design method
ISSN号	0141-0296
URL标识	查看原文
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/4539192
专题	大连理工大学
作者单位	1.S China Univ Technol, State Key Lab Subtrop Bldg Sci, Guangzhou 510641, Guangdong, Peoples R China. 2.Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Peoples R China. 3.Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Peoples R China. 4.Dalian Univ Technol, Sch Civil & Hydraul Engn, Dalian 116024, Peoples R China.
推荐引用方式 GB/T 7714	Zhao, Junxian,Wu, Bin,Ou, Jinping. Global stability design method of buckling-restrained braces considering end bending moment transfer: Discussion on pinned connections with collars[J]. ENGINEERING STRUCTURES,2013,49:947-962.
APA	Zhao, Junxian,Wu, Bin,&Ou, Jinping.(2013).Global stability design method of buckling-restrained braces considering end bending moment transfer: Discussion on pinned connections with collars.ENGINEERING STRUCTURES,49,947-962.
MLA	Zhao, Junxian,et al."Global stability design method of buckling-restrained braces considering end bending moment transfer: Discussion on pinned connections with collars".ENGINEERING STRUCTURES 49(2013):947-962.

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