Results 311 to 320 of about 2,831,439 (376)
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The Structural design of tall and special buildings, 2020
The two‐way hollow core precast panel (TWHCPP) exhibits good seismic performance. In this study, the shear behavior of the TWHCPP shear wall with vertical connections was investigated.
Mingjin Chu+3 more
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The two‐way hollow core precast panel (TWHCPP) exhibits good seismic performance. In this study, the shear behavior of the TWHCPP shear wall with vertical connections was investigated.
Mingjin Chu+3 more
semanticscholar +1 more source
Seismic shear demand on wall segments of ductile coupled shear walls
Canadian Journal of Civil Engineering, 2000This paper presents the results of nonlinear dynamic analyses carried out on ductile coupled shear walls (CSWs) to investigate the seismic shear demand on wall segments. The objectives of the present study were to evaluate the dynamic amplification and establish a code-format force reduction factor for shear, applicable in Canada. The study considered
D. Gauthier, Omar Chaallal
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Canadian Journal of Civil Engineering, 1974
In interacting shear wall and flat slab-column construction it is desirable to be able to evaluate the contribution of the columns to the stiffness of the lateral load resisting system. This paper presents a relatively simple method whereby this contribution can be determined, both in terms of the reduction in lateral displacement and the reduction in
Arthur C. Heidebrecht, Paul C.K. Chan
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In interacting shear wall and flat slab-column construction it is desirable to be able to evaluate the contribution of the columns to the stiffness of the lateral load resisting system. This paper presents a relatively simple method whereby this contribution can be determined, both in terms of the reduction in lateral displacement and the reduction in
Arthur C. Heidebrecht, Paul C.K. Chan
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2009 International Conference on Information Management, Innovation Management and Industrial Engineering, 2009
According to the force-deformation characteristics of frame-shear wall structure, the calculation and analysis model of the "Style Box" type layout of frame-shear wall structure is advanced with the basic and simple arrangement of frame- shear wall structure.
Qi-shou Du, Li Qin, Ang Xu
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According to the force-deformation characteristics of frame-shear wall structure, the calculation and analysis model of the "Style Box" type layout of frame-shear wall structure is advanced with the basic and simple arrangement of frame- shear wall structure.
Qi-shou Du, Li Qin, Ang Xu
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Earthquake engineering & structural dynamics (Print), 2019
Reinforced concrete (RC) precast shear walls are extensively applied in practical engineering, owing to their fast construction speed. However, because of the transport conditions, RC precast shear walls have to be separated into small wall segments ...
Shao‐Dong Shen+4 more
semanticscholar +1 more source
Reinforced concrete (RC) precast shear walls are extensively applied in practical engineering, owing to their fast construction speed. However, because of the transport conditions, RC precast shear walls have to be separated into small wall segments ...
Shao‐Dong Shen+4 more
semanticscholar +1 more source
The Structural design of tall and special buildings, 2019
Prefabricated structure has prominent advantages such as easy control of construction quality, saving fabricating time and natural resources, and reducing environmental pollution and construction noise.
Jianbao Li, Q. Fan, Zheng Lu, Yan Wang
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Prefabricated structure has prominent advantages such as easy control of construction quality, saving fabricating time and natural resources, and reducing environmental pollution and construction noise.
Jianbao Li, Q. Fan, Zheng Lu, Yan Wang
semanticscholar +1 more source
Seismic Collapse Fragility Analysis of Reinforced Concrete Shear Wall Buildings
Earthquake spectra, 2019This paper examines the behavior of reinforced concrete shear wall buildings subjected to strong earthquake ground motions, with a focus on collapse performance. The effect of varying the number of stories, shear wall and boundary element dimensions, and
Mayssa Dabaghi+2 more
semanticscholar +1 more source
Journal of Structural Engineering, 1996
Shear lag occurs not only in bridge decks and framed tubes, but also in shear/core walls. However, there have been relatively few studies on shear lag in wall structures. Moreover, most existing theories neglect shear lag in the webs and, although they are acceptable for bridge decks that normally have flanges wider than webs, they may not be ...
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Shear lag occurs not only in bridge decks and framed tubes, but also in shear/core walls. However, there have been relatively few studies on shear lag in wall structures. Moreover, most existing theories neglect shear lag in the webs and, although they are acceptable for bridge decks that normally have flanges wider than webs, they may not be ...
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Journal of Earthquake and Tsunami, 2019
The quality of precast concrete (PC) component connections is one of the main factors that affect the seismic reliability of PC structures. China is developing PC structures in high seismic regions, and it is important to assess the effect of connection ...
Z. Cao, Quanwang Li
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The quality of precast concrete (PC) component connections is one of the main factors that affect the seismic reliability of PC structures. China is developing PC structures in high seismic regions, and it is important to assess the effect of connection ...
Z. Cao, Quanwang Li
semanticscholar +1 more source
2018
In this chapter, the concrete shear wall system and its effects on building systems is discussed. The first part presents the concept of shear walls and its characteristic. Approximate and virtual work are implemented to determine the displacement of concrete shear wall frame with considering the lateral stiffness of frame as well when subjected to a ...
Farzad Hejazi, Keyhan Karimzadeh
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In this chapter, the concrete shear wall system and its effects on building systems is discussed. The first part presents the concept of shear walls and its characteristic. Approximate and virtual work are implemented to determine the displacement of concrete shear wall frame with considering the lateral stiffness of frame as well when subjected to a ...
Farzad Hejazi, Keyhan Karimzadeh
openaire +2 more sources