Performance Investigation of Existing RC Buildings with Height Irregularity using the IDA Procedure

Repapis Constantinos C.; Zeris Christos A.

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Performance Investigation of Existing RC Buildings with Height Irregularity using the IDA Procedure

机译：使用IDA程序的高度违规性的现有RC建筑的性能调查

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Numerical studies based on plane frame static pushover analyses of typical existing irregular reinforced concrete frames, designed according to past design codes in Greece, have established their overstrength, global ductility capacity, and behavior factor. Typical irregularities considered include setback, discontinuous member, and tall ground story. These are compared herein with Incremental Dynamic Analysis predictions from spectrum compatible base excitations, using similar conventional failure criteria. It is shown that for certain irregularities, static predictions differ from those from dynamic analysis, exhibiting excitation and irregularity form dependent failure mechanisms.

机译：基于平面框架静态推进器分析的数值研究，典型的现有不规则钢筋混凝土框架，根据希腊过去的设计代码设计，已经建立了其超长，全球延性能力和行为因素。考虑的典型违规行为包括挫折，不连续的成员和高层地面故事。这些在本文中与来自频谱兼容的基本激发的增量动态分析预测的增量动态分析，使用类似的传统故障标准。结果表明，对于某些不规则性，静态预测与动态分析的静态预测不同，呈现激发和不规则性形成依赖性失效机制。

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来源
《Journal of Earthquake Engineering》 |2020年第12期|1944-1974|共31页
作者
Repapis Constantinos C.; Zeris Christos A.;
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作者单位

Univ West Attica Dept Civil Engn 250 Thivon & Petrou Ralli Str Athens 12244 Greece;

Natl Tech Univ Athens Dept Civil Engn Athens Greece;

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原文格式 PDF
正文语种 eng
中图分类
关键词
Existing RC Buildings; Irregular Buildings; Time History Analysis; Incremental Dynamic Analysis; Performance Evaluation; Limit State; Behavior Factor; Global Ductility;

机译：现有的RC建筑;不规则建筑;时间历史分析;增量动态分析;性能评估;限制状态;行为因子;全球延性;

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1. Preliminary seismic performance assessment procedure for existing RC buildings [J] . Ahmet Yakut Engineering Structures . 2004,第10期

机译：现有钢筋混凝土建筑物的初步抗震性能评估程序
2. On the variability of concrete strength as a source of irregularity in elevation for existing RC buildings: A case study [J] . De Stefano M., Tanganelli M., Viti S. Bulletin of earthquake engineering . 2013,第5期

机译：关于混凝土强度变化的原因：现有RC建筑的高程不均匀性来源：一个案例研究
3. The investigation of seismic performance of existing RC buildings with and without infill walls [J] . Dilmac Hakan, Ulutas Hakan, Tekeli Hamide, Computers & Concrete . 2018,第5期

机译：既有有无填充墙的钢筋混凝土建筑物的抗震性能研究
4. Evaluation of ASCE 41-13 Nonlinear Dynamic Procedure Based on Recorded Response from Existing RC Buildings [C] . Ahmed Mantawy, Arif Ozkan Structural Engineers Association of California convention . 2015

机译：基于记录的现有RC建筑物响应的ASCE 41-13非线性动态过程评估
5. Investigation of pushover analysis procedures for reliability-based and performance-based seismic design with applications to asymmetric building structures. [D] . Chen, Po-Tuan. 1999

机译：研究基于可靠性和基于性能的抗震设计的推覆分析程序及其在不对称建筑结构中的应用。
6. An investigation of thermal environment of an existing UFAD system in a high-rise office building in the tropics [O] . Yat Huang Yau, Kai Sin Poh, Ahmad Badarudin 2018

机译：热带地区一栋高层办公大楼中现有UFAD系统的热环境调查
7. Seismic Performance Evaluation of Existing RC Buildings Without Seismic Details. Comparison of Nonlinear Static Methods and IDA [O] . Constantinos C. Repapis 2016

机译：没有地震细节的现有RC建筑的地震性能评估。非线性静态方法与IDA的比较

Performance Investigation of Existing RC Buildings with Height Irregularity using the IDA Procedure

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