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建筑结构一致风险抗震设计理论研究进展

吕大刚 王丛 董尧 冯云幸

建筑结构学报2024,Vol.45Issue(10):1-30,30.
建筑结构学报2024,Vol.45Issue(10):1-30,30.DOI:10.14006/j.jzjgxb.2023.0289

建筑结构一致风险抗震设计理论研究进展

Research progress of uniform-risk seismic design theory of building structures

吕大刚 1王丛 2董尧 1冯云幸1

作者信息

  • 1. 哈尔滨工业大学土木工程智能防灾减灾工业与信息化部重点实验室,黑龙江哈尔滨 150090
  • 2. 哈尔滨工业大学土木工程智能防灾减灾工业与信息化部重点实验室,黑龙江哈尔滨 150090||山东建筑大学土木工程学院,山东济南 250101
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摘要

Abstract

The paradigm shift from uniform hazard to uniform risk has currently become a main trend of seismic ground motion parameter zonation and seismic design method in the world.However,the practice of seismic ground motion parameter zonation and seismic design method in China has still been in the old paradigm of uniform hazard.Since this paradigm cannot sufficiently consider the characteristic differences of seismic hazards in different regions,as well as the uncertainties of seismic collapse capacities of building structures,it will result in the non-consistency of seismic collapse risks in different regions.In May 2022,the'14th Five-year national plan for earthquake disaster prevention and mitigation'was issued by Chinese government,which clearly proposes to improve the ability to prevent and control earthquake disaster risks,such as finding out the bottom line of seismic risk,strengthening earthquake fortification,enhancing urban seismic resilience,etc.Furthermore,some key tasks are regulated,including revising the enforcing national standard of GB 18306-2015'Seismic ground motion parameters zonation map of China',and carrying out the sixth generation earthquake disaster risk zoning project.In this context,there is an urgent need to carry out research on risk-targeted ground motion parameter zoning and the uniform risk seismic design theory of building structures,so as to provide decision-making basis for the compilation of the sixth-generation seismic parameter zoning map and the revision of the current seismic design code of buildings.Therefore,the latest research status and development trend of the theory of uniform risk seismic design of building structures at home and abroad were comprehensively summarized from three aspects:risk-targeted ground motion,risk-targeted seismic response spectrum and uniform risk seismic design method,and the main problems existing in current research and corresponding countermeasures were pointed out.The aim of this paper is to provide conceptual interpretation and directional guidance for the study on uniform risk seismic design of building structures.

关键词

一致风险/风险导向地震动/风险导向地震反应谱/一致倒塌风险设计/抗震性能设计/抗震韧性设计

Key words

uniform risk/risk-targeted ground motion/risk-targeted seismic response spectrum/uniform-collapse-risk design/performance-based seismic design/resilience-based seismic design

分类

建筑与水利

引用本文复制引用

吕大刚,王丛,董尧,冯云幸..建筑结构一致风险抗震设计理论研究进展[J].建筑结构学报,2024,45(10):1-30,30.

基金项目

国家自然科学基金项目(52078176,51678209). (52078176,51678209)

建筑结构学报

OA北大核心CSTPCD

1000-6869

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