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（中國(guó)礦業(yè)大學(xué)建筑工程學(xué)院，徐州  221008）

［摘要］通過總結(jié)短肢鋼筋混凝土剪力墻和鋼板剪力墻的優(yōu)缺點(diǎn)和選型參數(shù)，將兩者相結(jié)合，提出短肢鋼板剪力墻結(jié)構(gòu)體系。利用ANSYS有限元分析軟件對(duì)短肢鋼板剪力墻的選型參數(shù)，即寬長(zhǎng)比、單肢鋼板剪力墻的高寬比和寬厚比，進(jìn)行了數(shù)值模擬分析。結(jié)果表明，提出的短肢鋼板剪力墻構(gòu)造形式及設(shè)置參數(shù)是可行的，能為結(jié)構(gòu)提供必要的抗側(cè)剛度，并能充分發(fā)揮鋼板材料塑性，實(shí)現(xiàn)耗能目的。

［關(guān)鍵詞］短肢鋼板剪力墻;寬長(zhǎng)比;高寬比;寬厚比

Study on selection parameters of short pier steel plate shear walls

Guo Zhen, Yuan Yingshu

(College of Civil Engineering, China University of Mining and Technology, Xuzhou 221008, China)

Abstract:Through the study on short pier reinforced concrete shear walls and steel plate shear walls, short pier steel plate shear walls structure system is presented. Using finite element analysis,the numerical simulation analysis on the selection parameters of short pier steel plate shear walls,such as width-length ratio of steel plate and structure, height-width ratio and width-thickness ratio of steel plate is performed. The results show that the proposed short pier steel plate shear walls and the set parameters are feasible. The lateral stiffness of structure system is enhanced by the form and the plastic of steel is fully exerted.

Keywords:short pier steel plate shear walls; width-length ratio; height-width ratio; widththickness ratio

*中國(guó)礦業(yè)大學(xué)青年科研基金項(xiàng)目（2008A009）。

作者簡(jiǎn)介：郭震，講師，博士研究生，Email:guozhen@cumt.edu.cn。

參考文獻(xiàn)

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