Analysis of the Reinforced Masonry on Shear Capacity
Yu Pu Yang, Xin Jun Zhuang, Yun Feng Zhang, Zhao Qing Yuan
Abstract
Yu Pu Yang, Xin Jun Zhuang, Yun Feng Zhang, Zhao Qing Yuan
Abstract
The reinforced masonry structure system is turned up as a new group of high-rise building structure type. This paper mainly researched the shear of reinforced masonry structure under earthquake. The maximum shears of the structure are calculated in X and Y direction by numerical analysis method. The changing of the shear bearing capacity is presented under three kinds of seismic waves.
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The reinforced masonry structure system is turned up as a new group of high-rise building structure type. This paper mainly researched the shear of reinforced masonry structure under earthquake. The maximum shears of the structure are calculated in X and Y direction by numerical analysis method. The changing of the shear bearing capacity is presented under three kinds of seismic waves.
Key concepts: Masonry, Structural engineering, Shear (geology), Reinforced concrete, Bearing capacity, Geology, Geotechnical engineering, Shear wall