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框架-核心筒耗能耦聯(lián)結(jié)構(gòu)地震反應(yīng)分析*
徐曉珂1,2,王平山1,2,盧旦1,2,李進(jìn)軍1,2
摘 要

(1 華東建筑設(shè)計(jì)研究院有限公司, 上海 200011; 2 上海裝配式建筑技術(shù)集成工程技術(shù)研究中心, 上海 200011)

[摘要]提出了一種新型框架-核心筒耗能耦聯(lián)結(jié)構(gòu),此結(jié)構(gòu)將框架和核心筒分開(kāi),框架和核心筒之間通過(guò)水平向阻尼器連接。為了了解框架-核心筒耗能耦聯(lián)結(jié)構(gòu)在地震作用下的性能,采用SAP2000和PERFORM-3D有限元軟件分別建立傳統(tǒng)框架-核心筒結(jié)構(gòu)、新型框架-核心筒耗能耦聯(lián)結(jié)構(gòu)有限元模型,對(duì)兩種模型分別進(jìn)行中震、大震彈性和大震彈塑性時(shí)程分析。結(jié)果表明:相比于傳統(tǒng)框架-核心筒結(jié)構(gòu),新型框架-核心筒耗能耦聯(lián)結(jié)構(gòu)能有效耗散地震能量,降低樓層剪力,減小結(jié)構(gòu)地震響應(yīng),表現(xiàn)出優(yōu)異的抗震性能。

[關(guān)鍵詞]框架核心筒耗能耦聯(lián)結(jié)構(gòu); 阻尼器; 地震響應(yīng); 抗震性能

中圖分類(lèi)號(hào):TU973-17文獻(xiàn)標(biāo)識(shí)碼:A文章編號(hào):1002-848X(2020)14-0104-06

 

Analysis on seismic response of frame-core tube energy dissipation coupling structure

XU Xiaoke1, 2, WANG Pingshan1, 2, LU Dan1, 2, LI Jinjun1, 2

(1 East China Architectural Design & Research Institute Co., Ltd., Shanghai 200011, China;2 Shanghai Assembly Building Technology Integration Engineering Technology Research Center, Shanghai 200011, China)

Abstract:A new frame-core tube energy dissipation coupling structure was proposed. The structure separates the frame and the core tube, and the frame and the core tube are connected by a horizontal damper. In order to understand the performance of the frame-core tube energy dissipation coupling structure under earthquake action, finite element software SAP2000 and PERFORM-3D were used to establish the traditional frame-core tube structure and the new frame-core tube energy dissipation coupling structure finite element model, elastic time-history analysis under fortification earthquake and rare earthquake, and elastoplastic time history analysis under rare earthquake were conducted for the two models. The results show that, compared with the traditional frame-core tube structure, the new frame-core tube energy dissipation coupling structure can effectively dissipate seismic energy, reduce the floor shear force, reduce the structural seismic response, and exhibit excellent seismic performance.

Keywords:frame-core tube energy coupling dissipation structure; damper; earthquake response; seismic performance

 

*國(guó)家重點(diǎn)研發(fā)計(jì)劃資助:基于混凝土雙面疊合墻的鄉(xiāng)村住宅快速建造技術(shù)與應(yīng)用研究(低多層)(21219K0003)。

 

作者簡(jiǎn)介:徐曉珂,碩士,高級(jí)工程師,Email: xiaoke_xu@arcplus.com.cn。

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