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《地震研究》[ISSN:1000-0666/CN:53-1062/P]

卷:

47

期数:

2024年01期

页码:

114-122

栏目:

出版日期:

2024-01-01

文章信息/Info

Title:

Investigation on the Resilience-based Seismic Design of Isolated Reinforced Concrete Frame Structure with Multi-towers Built on Large Chassis

作者:

杨吉智¹; 2; 王心宇¹; 2; 李爱群¹; 2; 杨参天¹; 2

(1.北京建筑大学 土木与交通工程学院,北京 100044; 2.北京建筑大学 大型多功能振动台阵实验室,北京 100044)

Author(s):

YANG Jizhi¹; 2; WANG Xinyu¹; 2; LI Aiqun¹; 2; YANG Cantian¹; 2

(1.School of Civil and Transportation Engineering,Beijing University of Civil Engineering and Architecture,Beijing 100044,China)(2.Multi-functional Shaking Tables Laboratory,Beijing University of Civil Engineering and Architecture,Beijing 100044,China)

关键词:

多塔大底盘RC框架;  隔震设计;  设防地震;  罕遇地震;  抗震韧性

Keywords:

reinforced concrete frame structure with multi-towers;  isolation design;  design basis earthquake;  maximum considered earthquake;  seismic resilience

分类号:

TU973⁺.31

DOI:

10.20015/j.cnki.ISSN1000-0666.2024.0030

摘要:

以位于Ⅷ度区(0.3 g)的某多塔钢筋混凝土(Reinforced Concrete,RC)框架建筑为研究对象,对其进行了大底盘隔震设计,研究了在设防、罕遇地震作用下3个塔楼的动力响应,并基于韧性评价标准对该隔震方案展开了2个地震水准下的抗震韧性评价。结果表明:隔震后结构基本周期延长至原来的3倍,降低了地震作用,有效控制了上部结构的地震响应。楼面绝对加速度的显著控制基本消除了加速度敏感型非结构构件的损伤。结构构件以及位移敏感型非结构构件的修复费用主导了建筑的修复费用。建筑的修复时间由阶段Ⅰ中结构构件的修复时间控制,此隔震方案下建筑的抗震韧性等级达到了三星。

Abstract:

A reinforced concrete(RC)frame structure with multi-towers located in the Ⅷ-degree(PGA=0.3 g)region was integrated into a common isolation system.The seismic response of the three towers in case of being hit by the design basis earthquake(DBE)and the maximum considered earthquake(MCE)was studied,and the assessment of the towers’ seismic resilience was carried out based on the Standard for Seismic Resilience Assessment of Buildings(GB/T 38591—2020).The results indicate that the isolation technology helps to extend the basic period of the structure by three times,reduce the seismic action,and effectively control the seismic response of the superstructure.Significant control of the absolute floor acceleration eliminates the damage of acceleration-sensitive non-structural components(ASNSCs).The repair cost of the structural components as well as the displacement-sensitive non-structural components(DSNSCs)takes up a major part of the total cost,and the repair time of the structural components in Phase 1 decides the total repair time of the structure.The seismic resilience of the structure applied with the seismic isolation scheme proposed in this paper can be successfully improved to Level 3,the outcomes can provide reference for design of isolated structure on large chassis.

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备注/Memo

备注/Memo:

收稿日期:2023-06-29
基金项目:国家自然科学基金面上项目(52178268).

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更新日期/Last Update: 2023-12-20