FRP composites for seismic retrofitting of RC wall panels with cut-out openings

被引：0

作者：

Demeter, I. ^{[1
]}

Nagy-Gyorgy, T. ^{[1
]}

Stoian, V. ^{[1
]}

Daescu, C. ^{[1
]}

Dan, D. ^{[1
]}

机构：

[1] Politehn Univ Timisoara, Dept Civil Engn, Timisoara, Romania

来源：

STRUCTURES AND ARCHITECTURE | 2010年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents a part of an experimental program, conceived in order to quantify the shear capacity decrease of the Precast Reinforced Concrete Wall Panels (PRCWP) affected by cut-out openings and to assess the shear capacity gain using Carbon Fiber Reinforced Polymer (CFRP) composites, as retrofit solution. The experimental elements were representative of four situations: (1) as-built blank solid wall, (2) with cut-out door opening, (3) prior-to-damage strengthened by externally bonded CFRP composites and (4) post-damage strengthened by CFRP externally bonded reinforcement.

引用

页码：1958 / 1964

页数：7

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