参考文献/References:
[1] 申 林, 胡天兵, 蔡益燕. 门式刚架结构抗震分析[J]. 建筑结构, 2002, 32(12): 35-38.
SHEN Lin, HU Tian-bing, CAI Yi-yan.Anti-seimsic Analysisto Gate-type Rigid-framedStructure[J].Constr-uc-tion Structure,2002, 32(12): 35-38.
[2] KARAMANOS S, SPYROS A.Karamanos.Earthquake Effects on Low-Rise Steel Buildingsin High SeismicityAre -as:a Designers View[J].J.Construct, Steel Res.1997, 44(12): 115-128.
[3] 林功丁. 门式刚架风荷载与地震作用的探讨[J]. 工业建筑, 2004, 34(9): 28-32.
LIN Gong-ding.Discussionof Gate-type Rigid-framed Wind Loadand Earthquake Action [J].Industrial Con-struc-tion,2004, 34(9): 28-32.
[4] 02SG518-1 门式刚架轻型房屋钢结构标准图集[M]. 北京: 中国计划出版社, 2009: 166.
02SG518-1Atlas of Gate-type Rigid-framed Light House Steel-frame Standard[M].Beijing: China Plan Press,2009: 166.
[5] 中国工程建设标准化协会标准.CECS102: 2002 门式刚架轻型 房屋钢结构技术规程[S]. 北京: 中国计划出版社,2003.
Chinese Construction Standarizational Association Standard.CECS102: 2002 Technical Regulations of Gate-typeRigid-framed Light House Steel-frame Standard[S].Beijing: China Plan Press,2003.
[6] 王 乾. 单层单跨门式刚架轻型钢结构房屋抗震性能振动台试验[D]. 西安: 西安建筑科技大学, 2008.
WANG Qian.one-storysingle-span portalframestructurelightsteelstructurehousingseismic performancevi-bra-tiontabletest[D].Xi′an: Xi′an Univ.of Arch.& Tech. , 2008.
[7] GB50011-2010 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010.
GB50011-2010Codeforseismic designof buildings[S].Beijing: China ConstructionIndustry Press, 2010.
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