- 摘 要
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(1 廣東省建筑設(shè)計(jì)研究院, 廣州 510010; 2 廣州大學(xué)工商管理學(xué)院, 廣州 510006;3 廣東省城鄉(xiāng)規(guī)劃設(shè)計(jì)研究院, 廣州 510370)
[摘要]新疆喀什體育中心地處高烈度區(qū),依據(jù)設(shè)定的結(jié)構(gòu)抗震性能目標(biāo),需對(duì)看臺(tái)結(jié)構(gòu)進(jìn)行消能減震設(shè)計(jì),通過(guò)看臺(tái)結(jié)構(gòu)的各消能減震設(shè)計(jì)方案的對(duì)比分析,確定了看臺(tái)結(jié)構(gòu)采用框架-BRB結(jié)構(gòu)形式。進(jìn)行小震彈性和大震彈塑性時(shí)程分析,計(jì)算結(jié)果均能滿(mǎn)足相關(guān)要求,且框架-BRB相比原結(jié)構(gòu)基底剪力也有所減小,同時(shí)采用BRB延緩了主體結(jié)構(gòu)產(chǎn)生塑性鉸的時(shí)間,改善其受力狀態(tài),起到耗散地震能量和第一道抗震防線的作用。
[關(guān)鍵詞]消能減震結(jié)構(gòu); 屈曲約束支撐; 消能減震設(shè)計(jì)
中圖分類(lèi)號(hào):U463, TU352.11文獻(xiàn)標(biāo)識(shí)碼:A文章編號(hào):1002-848X(2016)21-0091-04
Energy dissipation design on the stand structure of Kashi Sports Center in Xinjiang
Xu Xin1,2, Ou Tong1, Zou Enkui3, Liu Xuebin1, Wang Yanyan3
(1 Architectural Design and Research Institute of Guangdong Province, Guangzhou 510010,China; 2 College of Business Administration of Guangzhou University, Guangzhou 510006, China;3 Guangdong Urban & Rural Planning and Design Institute, Guangzhou 510370,China)
Abstract:Kashi Sports Center in Xinjiang is located in high seismic intensity area, and on the basis of set structural seismic targets, energy-dissipated design should be conducted on the stand structure. Different energy-dissipated design schemes on the structure were compared and analyzed to determine the stand structure using the frame-BRB structural form. Elastic analysis under frequent earthquake and elastic-plastic time-history analysis under rare earthquake were conducted, and the calculation results met the relevant requirements. The base shear force of frame-BRB structure also decreased compared to that of the original structure, while the use of BRB could delay the emerging time of the plastic hinge in main structure to improve the stress condition and act as roles of seismic energy dissipation and the first seismic fortification line.
Keywords:energy dissipation structure; buckling restrained brace(BRB); energy-dissipated design
作者簡(jiǎn)介:徐昕,碩士,中級(jí)工程師,Email:xuxin198719@163.com。
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