Enhancement of lateral in-plane capacity of partially grouted concrete masonry shear walls
نویسندگان
چکیده
منابع مشابه
Effect 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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seismic retrofit strategies have been developed in the past few decades following the introduction of new seismic provisions and the availability of advanced materials and methods. it can be observed that new approaches to deal with more lateral forces are more innovative and more energy absorbent. in line with this, there is a growing trend toward the use of steel shear walls as a system with ...
15 صفحه اولEnhancing Performance of Infill Masonry With Skin reinforcement Subjected To Cyclic Load
Masonry infill has been widely used as building material due to its cost effectiveness and availability. The failure of these masonry infill walls during the past earthquakes have underscored the importance of ensuring the safety of the infill walls when it is subjected to lateral loads. In-plane and out of plane failures have been observed in many reinforced concrete framed building with maso...
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ژورنال
عنوان ژورنال: Engineering Structures
سال: 2016
ISSN: 0141-0296
DOI: 10.1016/j.engstruct.2015.11.017