EPS模塊剪力墻抗震性能研究
竇立軍1，張敏2，李穎超3
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（1 長春工程學(xué)院， 長春 130012； 2 華東建筑設(shè)計(jì)研究院有限公司蘇州分院， 蘇州 215011；3 中元國際（長春）高新建筑設(shè)計(jì)院有限公司， 長春 130118）［摘要］制作兩組不同高寬比的EPS（聚苯乙烯保溫板）模塊剪力墻，通過擬靜力試驗(yàn)，比較不同高寬比剪力墻的破壞現(xiàn)象、極限承載力、延性及耗能能力，并繪制剪力墻的滯回曲線。結(jié)果表明，高寬比大的剪力墻為彎曲破壞，具有良好的抗震性能和耗能能力，高寬比小的剪力墻為彎剪破壞。用ANSYS軟件模擬剪力墻擬靜力破壞過程，其結(jié)果與試驗(yàn)結(jié)果相吻合。作為保溫承重一體化墻體，EPS模塊剪力墻具有較廣的應(yīng)用前景，在工程實(shí)際中應(yīng)盡量選擇高寬比大的剪力墻。［關(guān)鍵詞］EPS模塊; 擬靜力試驗(yàn); 高寬比; 滯回曲線中圖分類號：TU375文獻(xiàn)標(biāo)識碼：A文章編號：1002-848X(2013)22-0061-04Research on seismic behavior of EPS module shear wallsDou Lijun1, Zhang Min2, Li Yingchao3(1 Changchun Institute of Technology, Changchun 130012, China; 2 Suzhou Branch East China Architectural Design & Research Institute Co.,Ltd., Suzhou 215011,China; 3 IPPR International（Changchun）High-tech Architecture Design Co., Ltd., Changchun 130118, China)Abstract: Two groups of EPS module shear walls with different aspect ratio were made for the pseudo-static experiment. According to the pseudo-static test,compared the damage phenomena, ultimate capacity, ductility and energy dissipation capacity of those walls，and got the hysteresis curve. It indicates that shear walls with large aspect ratio are bending failure which has good seismic behavior and energy dissipation capacity. Shear walls with small aspect ratio are bending-shear failure. The results using ANSYS to simulate the pseudo-static process are consistent to the experiment results. As a new insulating weight-bearing structural system, EPS module has broad prospect in residential building in future, should choose shear walls with large aspect ratio for engineering design and application.Keywords: EPS module; pseudo-static experiment; aspect ratio; hysteresis curve作者簡介：竇立軍，博士，教授，Email：ljdou63@163.com。參考文獻(xiàn)［1］DB 23/T1454—2011 EPS模塊混凝土剪力墻結(jié)構(gòu)體系技術(shù)規(guī)程［S］.［2］祝紅梅，梁興文，鄧明科.高強(qiáng)型鋼高性能混凝土剪力墻抗震性能研究［J］.建筑結(jié)構(gòu)，2012，42（2）：139-143.［3］金懷印，李文廣，許淑芳.帶縫空心RC剪力墻結(jié)構(gòu)動力特性試驗(yàn)研究及仿真分析［J］.建筑結(jié)構(gòu)，2009，39（1）：38-40.［4］何國本，陳天宇，王洋.ANSYS土木工程應(yīng)用實(shí)例［M］.3版.北京：中國水利水電出版社，2011.［5］李麗萍.高層短肢剪力墻結(jié)構(gòu)非線性有限元分析及其性能研究［D］.南京：河海大學(xué)，2006.
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