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帶厚板轉(zhuǎn)換高層住宅結(jié)構(gòu)設計
鄭曉冬,張 敏
摘 要

 

(蘇州設計研究院股份有限公司,蘇州215021
 
[摘要] 蘇州錦華苑五期住宅主體高度77.5m, 采用現(xiàn)澆鋼筋混凝土框支-剪力墻結(jié)構(gòu)體系, 在三層11m標高采用厚板進行轉(zhuǎn)換。同時存在扭轉(zhuǎn)不規(guī)則,豎向抗側(cè)力構(gòu)件不連續(xù),樓板局部不連續(xù)等不規(guī)則。本文通過多種手段進行計算分析,論證該結(jié)構(gòu)方案的可行性,并基于性能化設計的原理,對結(jié)構(gòu)進行靜力彈塑性分析,提出相應加強措施,為同類結(jié)構(gòu)提供參考和借鑒。
[關(guān)鍵詞]框支剪力墻;厚板轉(zhuǎn)換;性能化設計;靜力彈塑性分析
中圖分類號:TU973,TU318      文獻標識碼:A      文章編號:1002-848X(2013)S1-0089-06
 
作者簡介:鄭曉冬,工學碩士,一級注冊結(jié)構(gòu)工程師,Email: xiaodong.zheng@siad-c.com。
 
Structure design on a high-rise residential with thick plate transition
Zheng Xiaodong,Zhang Min
(Suzhou Institute of Architecture Design Co., Ltd., Suzhou 215021,China)
 
Abstract: Jinhuayuan fifth period residential’s height is 77.5 m. Using cast-in-situ reinforced concrete frame supported shear wall structure system, in the 11 m elevation use thick plate for conversion. At the same time reverse is irregular, the vertical discontinuous component,discontinuous irregular factors. Through a variety of calculation and analysis method, prove the feasibility of the structure scheme, and based on the theory of performance-based design, the structure of static elastic-plastic analysis. Corresponding technical measures are taken, providing a reference for similar structure.
Keywords: reinforced concrete frame supported shear wallthick plate transitionperformance-based designstatic elastic-plastic analysis
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