scholarly journals PROPOSAL OF HYSTERESIS MODEL OF TIMBER SHEAR WALLS CONSIDERING FATIGUE BEHAVIOR AND APPLICATION TO EQUIVALENT LINEARIZATION TECHNIQUE

2021 ◽  
Vol 86 (781) ◽  
pp. 425-435
Author(s):  
Yoshihiro YAMAZAKI ◽  
Satori NAKANISHI ◽  
Hiroyasu SAKATA
Keyword(s):  
Fatigue Behavior ◽  
Shear Walls ◽  
Equivalent Linearization ◽  
Hysteresis Model ◽  
Linearization Technique ◽  
Timber Shear Walls

Lateral performance of timber shear walls reinforced by prestressed diagonal cross bars

2018 ◽  
Vol 42 (2) ◽  
pp. 233-243
Author(s):  
HONGLIANG ZUO ◽  
Y LI ◽  
Jing DI ◽  
NAN GUO
Keyword(s):  
Shear Walls ◽  
Timber Shear Walls

scholarly journals Lateral resistance of mass timber shear wall connected by withdrawal-type connectors

2021 ◽  
Vol 67 (1) ◽  
Author(s):  
Sung-Jun Pang ◽  
Kyung-Sun Ahn ◽  
Seog Goo Kang ◽  
Jung-Kwon Oh
Keyword(s):  
Experimental Data ◽  
Seismic Design ◽  
Shear Walls ◽  
Shear Wall ◽  
Vertical Load ◽  
Lateral Resistance ◽  
Kinematic Models ◽  
Mass Timber ◽  
Timber Shear Walls ◽  
Timber Shear Wall

AbstractIn this study, the lateral resistances of mass timber shear walls were investigated for seismic design. The lateral resistances were predicted by kinematic models with mechanical properties of connectors, and compared with experimental data. Four out of 7 shear wall specimens consisted of a single Ply-lam panel and withdrawal-type connectors. Three out of 7 shear wall specimens consisted of two panels made by dividing a single panel in half. The divided panels were connected by 2 or 4 connectors like a single panel before being divided. The applied vertical load was 0, 24, or 120 kN, and the number of connectors for connecting the Ply-lam wall-to-floor was 2 or 4. As a result, the tested data were 6.3 to 52.7% higher than the predicted value by kinematic models, and it means that the lateral resistance can be designed by the behavior of the connector, and the prediction will be safe. The effects of wall-to-wall connectors, wall-to-floor connectors and vertical loads on the shear wall were analyzed with the experimental data.

Dissipation in sheathing-to-framing connections of light-frame timber shear walls under seismic loads

2020 ◽  
Vol 208 ◽  
pp. 110246 ◽  
Author(s):  
Giorgia Di Gangi ◽  
Cristoforo Demartino ◽  
Giuseppe Quaranta ◽  
Giorgio Monti
Keyword(s):  
Shear Walls ◽  
Seismic Loads ◽  
Timber Shear Walls

Performance of Light-Frame Timber Shear Walls Produced with Weathered Sheathing

2020 ◽  
Vol 26 (1) ◽  
pp. 04019022 ◽  
Author(s):  
Daniel Way ◽  
Arijit Sinha ◽  
Frederick A. Kamke
Keyword(s):  
Shear Walls ◽  
Timber Shear Walls

Plastic models for analysis of fully anchored light-frame timber shear walls

2009 ◽  
Vol 31 (9) ◽  
pp. 2171-2181 ◽  
Author(s):  
Bo Källsner ◽  
Ulf Arne Girhammar
Keyword(s):  
Shear Walls ◽  
Timber Shear Walls
Sign in / Sign up

Export Citation Format

Share Document