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某鋼框架-鋼板混凝土組合墻結(jié)構(gòu)非線性地震響應研究
談麗華1, 楊律磊1, 張 謹1,2, 龔敏鋒1
摘 要

(1 中衡設(shè)計集團股份有限公司, 蘇州 215123;2 東南大學土木工程學院, 南京 210096)

摘要: 鋼框架-鋼板混凝土組合墻結(jié)構(gòu)是一種適用于高層鋼結(jié)構(gòu)住宅的新型結(jié)構(gòu)體系,目前國內(nèi)規(guī)范還未對該體系進行相關(guān)規(guī)定. 為研究該結(jié)構(gòu)體系的抗震性能,以某高層住宅項目為例,建立了鋼框架-鋼板混凝土組合墻結(jié)構(gòu)數(shù)值模型,采用靜力彈塑性方法對該結(jié)構(gòu)大震下的抗震性能進行分析. 結(jié)果表明:該結(jié)構(gòu)在整體與構(gòu)件層次均滿足抗震性能目標的要求?框架柱剪力分擔率隨結(jié)構(gòu)塑性的發(fā)展而提高,結(jié)構(gòu)塑性發(fā)展順序符合預期,具有多道抗震防線?組合墻抗剪能力有較大富余,框架柱少量進入塑性狀態(tài).

關(guān)鍵詞: 鋼框架-鋼板混凝土組合墻結(jié)構(gòu);抗震性能設(shè)計;Pushover 分析;多道抗震防線

中圖分類號:TU318+. 1,TU392.4 文獻標志碼:A 文章編號:1002-848X(2022)20-0016-06

DOI:10.19701 / j.jzjg.ZJ220027

Research on nonlinear seismic responses of a steel frame-steel and concrete composite wall structure

TAN Lihua1, YANG Lülei1, ZHANG Jin1,2, GONG Minfeng1

(1 ARTS Group Co. , Ltd. , Suzhou 215123, China?2 School of Civil Engineering, Southeast University, Nanjing 210096, China)

Abstract: Steel frame-steel and concrete composite wall structure is a new type of structural system suitable for high-risesteel structure residences. At present, no relevant provisions for this system have been specified in domestic codes. In orderto study the seismic performance of this structural system, a numerical model of steel frame-steel and concrete compositewall structure was established as an example for a high-rise residential project, and the seismic performance of this structureunder rarely occurred earthquake was analyzed using the static elastoplastic method. The results show that the structuremeets the requirements of seismic performance objectives at both the structure and component levels;the shear forcesshared by frame columns increases with the development of structural plasticity, and the sequence of structural plasticitydevelopment is as expected, with multiple seismic defense lines;the composite wall has a large surplus of shear resistance,and the frame columns enter the plastic state in small amounts.

Keywords:steel frame-steel and concrete composite wall strueture;performance-based seismic design;Pushover analysis?multiple seismic defense lines

∗2016 年度江蘇省建筑產(chǎn)業(yè)現(xiàn)代化科技支撐項目(編號:25):鋼結(jié)構(gòu)住宅新結(jié)構(gòu)體系研究.

第一作者:談麗華,碩士,研究員級高級工程師,一級注冊結(jié)構(gòu)工程師,主要從事復雜結(jié)構(gòu)設(shè)計與新技術(shù)研究工作,Email:tanlihua@ artsgroup. cn.

[引用本文] 談麗華,楊律磊,張謹,等. 某鋼框架-鋼板混凝土組合墻結(jié)構(gòu)非線性地震響應研究[ J]. 建筑結(jié)構(gòu),2022,52(20):16-21. TAN Lihua,YANG Lülei,ZHANG Jin,et al. Research on nonlinear seismic responses of a steelframe-steel and concrete composite wall structure[J]. Building Structure,2022,52(20):16-21.

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