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首页> 外文期刊>Bulletin of New Zealand National Society for Earthquake Engineering >DISPLACEMENT-BASED SEISMIC ASSESSMENT OF EXISTING REINFORCED CONCRETE BUILDINGS
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DISPLACEMENT-BASED SEISMIC ASSESSMENT OF EXISTING REINFORCED CONCRETE BUILDINGS

机译：现有钢筋混凝土建筑物基于位移的地震评估

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摘要

Seismic assessment of existing reinforced concrete frame and shear wall buildings is discussed. Building on an earlier preliminary assessment procedure incorporating aspects of capacity design into a systems approach for assessment, suggestions are made towards a displacement-based, rather than forced-based approach to determining available capacity. Based on results from recent experimental programs, procedures are proposed for assessing member strength including column and beam-column joint shear strength, that result in less conservative estimates of performance than would result from application of existing code rules.
机译：讨论了现有钢筋混凝土框架和剪力墙建筑物的地震评估。在较早的初步评估程序的基础上，将能力设计的各个方面纳入了系统评估方法，并提出了基于位移而不是基于强迫的方法来确定可用能力的建议。基于最近的实验程序的结果，提出了评估构件强度的程序，包括柱和梁-柱的联合抗剪强度，与使用现有规则相比，这种方法对性能的估计较保守。

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