Seismic performance of masonry walls retrofitted with steel reinforced grout
نویسندگان
چکیده
منابع مشابه
Seismic Performance of Reinforced Concrete Frames Infilled by Masonry Walls with Different Heights
This study carried out comparative seismic performance of reinforced concrete frames infilled by masonry walls with different heights. Partial and fully infilled reinforced concrete frames were modeled for the research objectives and the analysis model for a bare reinforced concrete frame was also established for comparison. Non–linear static analyses for the studied frames were performed to in...
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9 1 TMS Member/Assistant Professor of Civil, Architectural, and Environmental Engineering, University of MissouriRolla, Rolla, MO 65401 2 TMS Member/Professor of Civil, Architectural, and Environmental Engineering, Univ. of Missouri-Rolla, Rolla, MO 65401 3 Former Graduate Research Assistant, University of Missouri-Rolla, Rolla, MO 65401 Blast Resistance of Frp Retrofitted Un-Reinforced Masonry...
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Unreinforced Masonry infill walls (URM) are commonly used in the Reinforced Concrete (RC) framed structures as interiors and exteriors partition walls. Although they usually are not considered in the structural analysis and design, their influence on the seismic performance of the framed structures is significant. A common practice in the modern and old RC buildings is to remove the URM walls i...
متن کاملRetrofit of Un-Reinforced Infill Masonry Walls with FRP
This paper describes an experimental program that deals with retrofitting of infill un-reinforced masonry walls (URM) with Fiber Reinforced Polymer (FRP). The primary objective of this research is to develop a retrofit strategy that while economical will minimize the influence of the retrofit on the overall performance of structural frames in predominant seismic regions. Allowing some damage to...
متن کاملEffect of Mortar Type on the Seismic Response of Partially Grouted Reinforced Masonry Shear Walls
Since the establishment of ASTM standard C91, masonry cement mortars have become widely used for masonry construction in low to moderate seismic regions. However, the Masonry Standards Joint Committee Code prohibits the use of masonry cement mortars in lateral force resisting systems for structures that fall into Seismic Design Categories D, E, and F. The general objective of this study is to e...
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ژورنال
عنوان ژورنال: Earthquake Engineering & Structural Dynamics
سال: 2015
ISSN: 0098-8847
DOI: 10.1002/eqe.2625