Nonlinear static and dynamic behavior of reinforced concrete steel-braced frames

被引：21

作者：

Eskandari, Reyhaneh ^{[1
]}

Vafaei, Davoud ^{[1
]}

Vafaei, Javid ^{[2
]}

Shemshadian, Mohammad Ebrahim ^{[3
]}

机构：

[1] Chabahar Maritime Univ, Dept Civil Engn, Chabahar, Iran

[2] Amirkabir Univ Technol, Dept Civil & Environm Engn, Tehran, Iran

[3] Univ Minnesota Twin Cities, Dept Civil Environm & Geoengn, Minneapolis, MN USA

来源：

EARTHQUAKES AND STRUCTURES | 2017年 / 12卷 / 02期

关键词：

reinforced concrete; steel-brace; dual system; nonlinear analysis; far- and near-fault motions; SEISMIC PERFORMANCE; RC FRAMES; SHEAR WALLS; BRACING SYSTEM; BUILDINGS; MODEL; EARTHQUAKE; RECORDS;

D O I：

10.12989/eas.2017.12.2.191

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this paper, the seismic performance of reinforced concrete braced frames (RC-BF) under far-and near-fault motions was investigated. Four-, eight-, 12- and 16-story RC-BFs were designed on the basis of a code-design method for a high risk seismic zone. Nonlinear static and dynamic analyses of the frames have been performed using OpenSees software. To consider diverse characteristics of near-fault motions, records with forward-directivity and fling-step effects were employed. From the results obtained in the analytical study it is concluded that the used design method was reasonable and the mean maximum drift of the frames under all ground motion sets were in acceptable range. For intermediate-and high-rise buildings the near-fault motions imposed higher demands than far-faults.

引用

页码：191 / 200

页数：10

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