STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES

Liu Xiaofan; Tong Yuesheng

doi:10.13204/j.gyjz200904012

Volume 39 Issue 4

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Liu Xiaofan, Tong Yuesheng. STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 49-53. doi: 10.13204/j.gyjz200904012

Citation:

Liu Xiaofan, Tong Yuesheng. STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 49-53. doi: 10.13204/j.gyjz200904012

Liu Xiaofan, Tong Yuesheng. STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 49-53. doi: 10.13204/j.gyjz200904012

Citation:

Liu Xiaofan, Tong Yuesheng. STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 49-53. doi: 10.13204/j.gyjz200904012

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STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES

doi: 10.13204/j.gyjz200904012

1.
Xi’an University of Architecture and Technology,Xi’an 710055

Received Date: 2008-09-25
Publish Date: 2009-04-20

Abstract

Abstract

In the reinforced concrete shear wall structure and frame-shear wall structure,the story sidesway stiffness of shear wall is complex,it is relative to story height of structure and flexure rigidity of shear wall,and also to disribution type of horizontal forces acting on the shear wall.The main feature is that the sidesway stiffness of first story is the greatest,and along the height of structure the sidesway stiffnesses are reduced story by story.In design practice,concrete analysis must be conducted according to the concrete structure and horizontal forces.
- shear wall,
- story sidesway stiffness,
- horizontal forces,
- shear wall structure,
- frame-shear wall structure