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高性能结构抗多次多种灾害全寿命性能分析与设计理论研究进展
引用本文:李宏男,郑晓伟,李超.高性能结构抗多次多种灾害全寿命性能分析与设计理论研究进展[J].建筑结构学报,2019,40(2):56-69.
作者姓名:李宏男  郑晓伟  李超
作者单位:大连理工大学建设工程学部,辽宁大连116024;沈阳建筑大学土木工程学院,辽宁沈阳110168;大连理工大学建设工程学部,辽宁大连,116024
基金项目:国家重点研发计划(2016YFC0701108),国家自然科学基金项目(51738007, 51808099)
摘    要:为促进高性能结构抗多次多种灾害全寿命性能设计理论研究在我国的发展,详细介绍了该领域的国内外研究现状并建立了其基本研究框架。对高性能结构在全寿命周期内可能遭受的多种灾害单独作用和联合作用的发生概率模型的研究成果进行了阐述,以碳化腐蚀作用和风致疲劳作用为例,论述了在结构全寿命周期内由环境作用引起材料及构件退化的时变模型研究现状,为开展多次多种灾害作用下高性能结构的全寿命性能分析研究提供了方向,并系统介绍了多种灾害作用下结构易损性分析方法和考虑灾害损失成本的结构全寿命抗灾性能优化设计方法的研究进展。基于全寿命周期的结构抗多次多种灾害性能设计方法,能够合理地解决传统设计方法中未考虑多种灾害联合作用和结构性能退化问题,对于建筑结构设计领域的发展具有重要意义。

关 键 词:高性能结构  多次多种灾害  环境作用模型  易损性分析  全寿命周期成本分析  抗灾优化设计

Research progress on life-cycle multihazard-based design theory for high-performance structures
LI Hongnan,ZHENG Xiaowei,LI Chao.Research progress on life-cycle multihazard-based design theory for high-performance structures[J].Journal of Building Structures,2019,40(2):56-69.
Authors:LI Hongnan  ZHENG Xiaowei  LI Chao
Affiliation:1. Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China; 2. School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China;
Abstract:To improve the development of life-cycle multihazard-based design theory for high-performance structures in China, the research progress of this field was summarized and the research framework was systematically set up. The researches on the probabilistic occurrence models of individual hazard and multiple hazards were elaborated. The analytical models concerning the environmental effects on the time-variant deterioration of materials and structural component were summarized by taking the carbonization corrosion and wind induced fatigue as examples, which were conducive to guide the life-cycle performance assessment of high-performance structures subjected to multiple hazards. Moreover, the research status of the fragility analysis and the life-cycle cost based optimization design approach for high-performance structures were discussed in detail. The combined effects of multiple hazards and the lifetime deterioration of structural performance, which are neglected in the traditional specifications, can be rationally included in the life-cycle multihazard-based structural analysis and design methodology, which is of great significance for the development of building structural design.
Keywords:high-performance structure  multiple hazards  environmental effect model  fragility analysis  life-cycle cost analysis  multihazard-based optimization design  
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