Experimental study on the performance of damaged precast shear wall structures after base isolation

2021 ◽  
Vol 228 ◽  
pp. 111553
Author(s):  
Ruijun Zhang ◽  
Aiqun Li
Keyword(s):  
Experimental Study ◽  
Base Isolation ◽  
Shear Wall ◽  
Wall Structures ◽  
Precast Shear Wall

scholarly journals Simplified Method for the Seismic Design of Low-Rise, Shear Wall Base- Isolated Buildings

2014 ◽  
Vol 8 (1) ◽  
pp. 22-33
Author(s):  
Arturo Tena-Colunga
Keyword(s):  
Seismic Design ◽  
Hybrid Method ◽  
Base Isolation ◽  
Shear Wall ◽  
Static Method ◽  
Isolation System ◽  
Strong Earthquakes ◽  
Wall Structures ◽  
Simplified Method ◽  
Isolated Structures

A simplified method for the seismic design of low-rise, base-isolated shear wall structures is proposed in MOC-2012. This simplified method is basically a hybrid method, where the design of the isolation system is a simpler version for the static method available in US guidelines for the design of base-isolated structures and the design of the superstructure essentially is an improved version of the simplified method for the seismic design of conventional low-rise shear wall structures of Mexican seismic codes. The application of this method and its effectiveness to obtain safe designs is illustrated with a practical example. It is anticipated this simple methodology would help promote the use of base isolation in low-rise shear wall structures and reduce their vulnerability when subjected to strong earthquakes.

Experimental study of seismic performance of precast shear wall with a new bolt-plate connection joint

Structures ◽  
2021 ◽  
Vol 34 ◽  
pp. 3818-3833
Author(s):  
Wanrun Li ◽  
Haiwang Gao ◽  
Rongjiang Xiang ◽  
Yongfeng Du
Keyword(s):  
Experimental Study ◽  
Seismic Performance ◽  
Shear Wall ◽  
Precast Shear Wall ◽  
Plate Connection

scholarly journals Experimental Study on Behaviors of Adaptive-slit Shear Walls

2013 ◽  
Vol 7 (1) ◽  
pp. 189-195 ◽  
Author(s):  
Zhijuan Sun ◽  
Jiliang Liu ◽  
Mingjin Chu
Keyword(s):  
Experimental Study ◽  
Seismic Design ◽  
Mechanical Characteristics ◽  
Shear Walls ◽  
Shear Wall ◽  
Seismic Damage ◽  
Wall Structures ◽  
Performance Based Seismic Design ◽  
Damage Process ◽  
New Type

In order to meet the needs of performance-based seismic design, a new type of adaptive-slit shear wall that is easy to construct and behaves well under cyclic loading is introduced to improve the seismic performance of conventional shear wall structures. The seismic damage of an adaptive-slit shear wall develops gradually and it transforms from integral wall into slit wall. The mechanical characteristics of adaptive-slit shear walls suggest that such walls are adaptive to various seismic requirements under earthquakes of different intensities. Compared with conventional shear walls, the new wall is highly ductile and is advantageous in controlling the seismic damage process.

scholarly journals EXPERIMENTAL STUDY ON DYNAMIC PROPERTIES OF TIMBER SHEAR WALL STRUCTURES WITH ECCENTRICITY

2002 ◽  
Vol 67 (558) ◽  
pp. 157-164 ◽  
Author(s):  
Masaki AGAWA ◽  
Mikio KOSHIHARA ◽  
Takahiro SATO ◽  
Yoshimitu OHASHI ◽  
Kenji MIYAZAWA
Keyword(s):  
Experimental Study ◽  
Dynamic Properties ◽  
Shear Wall ◽  
Wall Structures ◽  
Timber Shear Wall
Sign in / Sign up

Export Citation Format

Share Document