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A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections
Zhao, Junxian; Wu, Bin; Ou, Jinping
刊名JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
2014
卷号95页码:106-115
关键词Buckling-restrained brace Global stability End bending moment Moment amplification factor Unified design method
ISSN号0143-974X
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/4426385
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.
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GB/T 7714
Zhao, Junxian,Wu, Bin,Ou, Jinping. A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH,2014,95:106-115.
APA Zhao, Junxian,Wu, Bin,&Ou, Jinping.(2014).A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections.JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH,95,106-115.
MLA Zhao, Junxian,et al."A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections".JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH 95(2014):106-115.
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