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Analysis of the Seismic Performance of Isolated Buildings according to Life-Cycle Cost

机译:基于生命周期成本的隔震建筑抗震性能分析

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摘要

This paper proposes an indicator of seismic performance based on life-cycle cost of a building. It is expressed as a ratio of lifetime damage loss to life-cycle cost and determines the seismic performance of isolated buildings. Major factors are considered, including uncertainty in hazard demand and structural capacity, initial costs, and expected loss during earthquakes. Thus, a high indicator value indicates poor building seismic performance. Moreover, random vibration analysis is conducted to measure structural reliability and evaluate the expected loss and life-cycle cost of isolated buildings. The expected loss of an actual, seven-story isolated hospital building is only 37% of that of a fixed-base building. Furthermore, the indicator of the structural seismic performance of the isolated building is much lower in value than that of the structural seismic performance of the fixed-base building. Therefore, isolated buildings are safer and less risky than fixed-base buildings. The indicator based on life-cycle cost assists owners and engineers in making investment decisions in consideration of structural design, construction, and expected loss. It also helps optimize the balance between building reliability and building investment.
机译:本文提出了基于建筑物生命周期成本的抗震性能指标。它表示为寿命损失损失与生命周期成本之比,并确定了隔离建筑物的抗震性能。考虑了主要因素,包括灾害需求和结构能力的不确定性,初始成本以及地震期间的预期损失。因此,较高的指示符值指示较差的建筑物抗震性能。此外,还进行了随机振动分析,以测量结构的可靠性并评估隔离建筑物的预期损失和生命周期成本。实际的七层隔离医院大楼的预期损失仅为固定基地建筑物的37%。此外,隔离式建筑物的结构抗震性能指标的值远低于固定基础建筑物的结构抗震性能指标。因此,与固定基地建筑物相比,隔离建筑物更安全,风险也更低。基于生命周期成本的指标可帮助所有者和工程师在考虑结构设计,构造和预期损失的情况下做出投资决策。它还有助于优化建筑物可靠性和建筑物投资之间的平衡。

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