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Damage risk assessment of a high-rise building against multihazard of earthquake and strong wind with recorded data

机译:记录数据的高层建筑对地震和强风多重危害的破坏风险评估

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The high-rise buildings designed with a long lifetime may be exposed to one or more extreme hazards. Traditionally, specifications separately treated the multiple extreme hazards according to the controlling load case. Thus, the ability of high-rise buildings designed by the current codes to face the combined threats of earthquake and wind is rather vague. This paper presents a multihazard-based framework to assess the damage risk of a high-rise building subjected to earthquake and wind hazards separately and concurrently, which can be broken into three parts: the modeling of hazards, the structural fragility analysis and the damage probability computation. Firstly, based on the earthquake and wind data from 1971 to 2017 recorded in the Dali region of China, the hazard curves of single earthquake and wind, and the copula-based surface of bi-hazards are well established. Secondly, the multihazard-based fragility analysis of a high-rise building in Dali Prefecture is performed with the consideration of various load conditions. Lastly, upon completing the hazard models and fragility analyses, quantifications of the damage probabilities for the separate and concurrent hazards are determined directly. Numerical results indicate that the damage probability and contributions of each hazard circumstance are sensitive to damage severity. Furthermore, the damage probability induced by the bi-hazards dominates the total probability under most damage states conflicted with the common assumptions presented in the available researches. The comprehensive application highlights the necessity of examining the responses of high-rise buildings subjected to multihazard. The potential of the presented framework is of great help for decision-making.
机译:设计寿命长的高层建筑可能会遭受一种或多种极端危险。传统上,规范根据控制负载情况分别处理了多种极端危险。因此,按照现行规范设计的高层建筑面对地震和风的综合威胁的能力相当模糊。本文提出了一个基于多灾种的框架来分别评估同时发生地震和风灾的高层建筑的破坏风险,它可以分为三个部分:危害建模,结构脆弱性分析和破坏概率计算。首先,根据中国大理地区1971年至2017年的地震和风的数据,建立了单一地震和风的危害曲线以及基于copula的双重危害面。其次,在考虑各种负荷条件的情况下,对大理州一幢高层建筑进行了基于多灾种的脆弱性分析。最后,在完成危害模型和脆弱性分析后,直接确定单独和同时发生的危害的破坏概率的量化。数值结果表明,损害的概率和每种危害情况的贡献对损害的严重程度敏感。此外,在与现有研究中提出的一般假设相抵触的情况下,由双危害引起的破坏概率主导了大多数破坏状态下的总概率。全面的应用程序强调了检查高层建筑受到多重危害的反应的必要性。所提出框架的潜力对决策有很大帮助。

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