引文
[1]Hitaka T,Matsui C.Experimental study on steel shear wall with slits[J].Journal of Structural Engineering,2003,129(5):586―595.
[2]日高桃子,松井千秋,津田惠吾,貞包佳秀,今村輝武,畑戶龍夫.スリツト入り鋼板耐震壁付鉄骨骨組の彈塑性挙動[J].日本建築学会構造系論文集,2000,第534号:153―160.Hitaka T,Matsui C,Tsuda K,Sadakane Y,Imamura T,Hatato T.Elastic-plastic behavior of building steel frame incorporation steel bearing wall with slits[J].Journal of Structure Construction Engineering,AIJ.2000,543:153―160.(in Japanese)
[3]Hitaka T,Matsui C,Sakai J.Cyclic tests on steel and concrete-filled tube frames with slit walls[J].Earthquake Engineering and Structural Dynamics,2007,36(6):707―727.
[4]温沛刚.带缝钢板剪力墙的理论分析与试验研究[D].广州:华南理工大学,2004.Wen Peigang.Theoretical analysis and experimental studies of steel plate shear wall with slits[D].Guangzhou:South China University of Technology,2004.(in Chinese)
[5]苏磊.带缝钢板剪力墙结构分析与试验研究[D].武汉:武汉理工大学,2004.Su Lei.The structural analysis and experimental study of steel shear wall with slit[D].Wuhan:Wuhan University of Technology,2004.(in Chinese)
[6]魏德敏,温沛纲.新型钢板剪力墙钢框架结构的地震响应分析[J].地震工程与工程振动,2004,24(1):63―67.Wei Demin,Wen Peigang.Seismic response analyses of frame structure with slit steel shear walls[J].Earthquake Engineering and Engineering Vibration,2004,24(1):63―67.(in Chinese)
[7]魏德敏,温沛纲,卞宗舒.新型带缝钢板剪力墙的试验研究及数值模拟[J].地震工程与工程振动,2006,26(1):129―133.Wei Demin,Wen Peigang,Bian Zongshu.Experimental investigation and simulation analysis of new steel plate shear walls with slits[J].Earthquake Engineering and Engineering Vibration,2006,26(1):129―133.(in Chinese)
[8]曹志亮.带缝钢板剪力墙稳定性分析[D].武汉:理工大学,2004.Cao Zhiliang.The out-of-plane stability analysis of steel shear wall with slit[D].Wuhan:Wuhan University of Technology,2004.(in Chinese)
[9]王心心.两边连接开缝钢板剪力墙抗剪静力性能[D].哈尔滨:哈尔滨工业大学,2006.Wang Xinxin.Shear resistance behavior of two-side-connected steel-plate shear wall with slits[D].Harbin:Harbin Institute of Technology,2006.(in Chinese)
[10]曲巍.单排开缝钢板剪力墙抗剪静力性能[D].哈尔滨:哈尔滨工业大学,2006.Qu Wei.Shear resistance behavior of two-side-connected steel-plate shear wall with single-row slits[D].Harbin:Harbin Institute of Technology,2006.(in Chinese)
[11]王恒,余安东,郝际平.带缝钢板剪力墙性能研究[J].钢结构,2007,22(9):70―78.Wang Heng,Yu Andong,Hao Jiping.The analysis on the behaviors of steel shear wall with slits[J].Steel Construction,2007,22(9):70―78.(in Chinese)
[12]赵作周,肖明,钱稼茹,柯江华.开缝钢板墙抗震性能的试验研究[J].建筑结构,2007,37(12):105―109.Zhao Zuozhou,Xiao Ming,Qian Jiaru,Ke Jianghua.Experimental study on seismic behavior of steel plate shear walls with vertical slits[J].Building Structure,2007,37(12):105―109.(in Chinese)
[13]陈华龙.开缝钢板剪力墙的屈曲分析[D].广州:华南理工大学,2007.Chen Hualong.The bucking analysis of steel plate shear wall with slits[D].Guangzhou:South China University of Technology,2007.(in Chinese)
[14]朱玲玲.带竖缝钢板剪力墙抗震性能研究[D].邯郸:河北工程大学,2007.Zhu Lingling.Study on seismic behavior of steel plate shear wall with slits[D].Handan:Hebei University of Engineering,2007.(in Chinese)
[15]曹春华,郝际平,王迎春,李峰,孙彤.开缝薄钢板剪力墙低周反复荷载试验研究[J].西安建筑科技大学学报(自然科学版),2008,40(1):46―52.Cao Chunhua,Hao Jiping,Wang Yingchun,Li Feng,Sun Tong.Cyclic test of thin steel plate shear wall with slits[J].Journal of Xi'an University of Architecture&Technology(Natural Science Edition),2008,40(1):46―52.(in Chinese)
[16]马欣伯,张素梅,郭兰慧.两边连接钢板剪力墙试验研究与理论分析[J].天津大学学报,2010,43(8):697―704.Ma Xinbo,Zhang Sumei,Guo Lanhui.Experimental studies and theoretical analysis of steel plate shear wall with slits[J].Journal of Tianjin University,2010,43(8):697―704.(in Chinese)