A validated lateral response model for mass timber frames with knee-braces

2021 ◽  
Vol 239 ◽  
pp. 112278
Author(s):  
Jixing Cao ◽  
Haibei Xiong ◽  
S. Farid Ghahari ◽  
Ertugrul Taciroglu
Keyword(s):  
Response Model ◽  
Lateral Response ◽  
Knee Braces ◽  
Mass Timber

Lateral Response of Buried Pipeline through Three-Soil Site to Random Ground Motion

2013 ◽  
Vol 353-356 ◽  
pp. 1779-1782
Author(s):  
Dai Wang ◽  
Zhuo Bin Wei ◽  
Jian Wen Liang
Keyword(s):  
Seismic Waves ◽  
Site Response ◽  
Ground Motions ◽  
Response Model ◽  
Bending Stress ◽  
Buried Pipeline ◽  
Lateral Response ◽  
Stationary Stochastic Processes ◽  
Soil Site ◽  
Pseudo Excitation

Using the pseudo-excitation method, a simple model was built to study the seismic response of buried pipeline laid through three-soil site for vertical incidence of seismic waves. Seismic ground motions are considered as stationary stochastic processes, and the cross-PSD function was established based on auto-PSD model, coherence model, and site response model. The results show that the peak bending stress depends on the properties of adjacent soils and the width of middle-soil, and appears in the pipeline near the soil interfaces.

The Use of Knee Braces During Rehabilitation

1990 ◽  
Vol 9 (4) ◽  
pp. 799-811 ◽  
Author(s):  
Kim A. Nelson
Keyword(s):  
Knee Braces

Choosing Functional Knee Braces

1990 ◽  
Vol 9 (4) ◽  
pp. 743-750 ◽  
Author(s):  
E. Paul France ◽  
Patrick W. Cawley ◽  
Lonnie E. Paulos
Keyword(s):  
Knee Braces

Lateral Response of Pile Group

2011 ◽  
Vol 1 (3) ◽  
pp. 13-17
Author(s):  
Jasim M Abbas
Keyword(s):  
Pile Group ◽  
Lateral Response
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