鋼筋混凝土剪力墻平面外偏心受壓構(gòu)件設(shè)計
王 超1, 沈勵操2
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(1中聯(lián)西北工程設(shè)計研究院，西安 710082；2中國建筑西北設(shè)計研究院有限公司，西安710018）[摘要] 通過對剪力墻平面外與梁連接處構(gòu)件的受力分析和工程實際算例，明確了該構(gòu)件的受力狀態(tài)，加深了該構(gòu)件的工程認(rèn)識，得出了該構(gòu)件的設(shè)計思路和實用方法，揭示了該構(gòu)件的受力分布規(guī)律。[關(guān)鍵詞] 剪力墻結(jié)構(gòu); 平面外彎矩; 偏心受壓構(gòu)件中圖分類號：TU375 文獻(xiàn)標(biāo)識碼：A 文章編號：1002-848X(2013)S2-0565-03作者簡介：王超，學(xué)士，高級工程師，一級注冊結(jié)構(gòu)工程師，Email：wangchaoxp@126.com。Design on out-of-plane eccentric compression member of reinforced concrete shear wall structureWang Chao1, Shen Licao 2(1 China United Northwest Institute for Engineering Design and Research, Xi’an 710082, China; 2 China Northwestern Architectural Design Research Institutes Company, Ltd. , Xi’an 710018, China)Abstract: This paper researched load-bearing performances of reinforced concrete shear wall structural member under out-of-plane eccentric compression and studied some practical engineering example of this structure. By analysis practical design and analysis method is obtained and distribution of internal force of this member is revealed.Keywords: shear wall structure; out-of-plane bending moment; eccentric compression member
