NON-LINEAR ANALYSIS OF REINFORCED CONCRETE FRAMES STRENGTHENED WITH INFILLED WALLS

被引：0

作者：

Terec, Liana ^{[1
]}

Bugnariu, Tudor ^{[2
]}

Pastrav, Mircea ^{[1
]}

机构：

[1] Inst Natl Cercetare Dezvoltare Constructii Econ C, Cluj Napoca 400524, Romania

[2] Univ Tehn Constructii Bucuresti, Fac Hidrotehn, Bucharest, Romania

来源：

REVISTA ROMANA DE MATERIALE-ROMANIAN JOURNAL OF MATERIALS | 2010年 / 40卷 / 03期

关键词：

construction; (D; d); composites; (B); concrete; a); reinforcement; modeling (B);

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

An important theoretic research program was conducted in INCERC Cluj, in order to study the strengthening technique of the low or moderate damaged reinforced concrete frame structures, one of the existing construction types susceptible to damage. The principal objectives of the analytical studies were to analyze the behavior under seismic loads of in fill walls connected to the reinforced concrete frame with bonded anchors and to evaluate the influence of several parameters, like the thickness of infill walls, the thickness of the jackets, respectively the longitudinal reinforcement ratio in the jacket of the columns.

引用

页码：214 / 221

页数：8

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