Load transfer mechanism of exterior beam-column joint with unsymmetrical chamfer

2021 ◽  
Vol 248 ◽  
pp. 113239
Author(s):  
Zhihang Xue ◽  
Eddie Siu-shu Lam ◽  
Shuai Fang
Keyword(s):  
Load Transfer ◽  
Transfer Mechanism ◽  
Load Transfer Mechanism ◽  
Column Joint

scholarly journals Load transfer mechanism of an unwelded, unbolted, grouted connection for prefabricated square tubular columns under axial loads

2020 ◽  
Vol 222 ◽  
pp. 111088
Author(s):  
Lili Sui ◽  
Shiyong Fan ◽  
Zhenyu Huang ◽  
Wei Zhang ◽  
Yingwu Zhou ◽  
...  
Keyword(s):  
Load Transfer ◽  
Transfer Mechanism ◽  
Axial Loads ◽  
Tubular Columns ◽  
Load Transfer Mechanism

Load transfer mechanism of novel double-layer steel-LHDCC-steel sandwich panels under punching loads

2021 ◽  
Vol 226 ◽  
pp. 111427
Author(s):  
Zhenyu Huang ◽  
Xiaolong Zhao ◽  
Wei Zhang ◽  
Zhanxia Fu ◽  
Yingwu Zhou ◽  
...  
Keyword(s):  
Double Layer ◽  
Load Transfer ◽  
Sandwich Panels ◽  
Transfer Mechanism ◽  
Load Transfer Mechanism ◽  
Layer Steel

Load Transfer Mechanism of Screw Piles in Sandy Soils

2020 ◽  
Vol 50 (6) ◽  
pp. 871-879
Author(s):  
Hossein Soltani-Jigheh ◽  
Pouya Zahedi
Keyword(s):  
Load Transfer ◽  
Sandy Soils ◽  
Transfer Mechanism ◽  
Load Transfer Mechanism

Mechanical Features of Cable-Girder Anchorage for Long-Span Railway Cable-Stayed Bridge with Steel Box Girders

2014 ◽  
Vol 587-589 ◽  
pp. 1391-1394 ◽  
Author(s):  
Chao Yi Yao ◽  
Qian Hui Pu ◽  
Ya Dong Yao
Keyword(s):  
Stress Distribution ◽  
Rational Design ◽  
Load Transfer ◽  
Rapid Development ◽  
Transfer Mechanism ◽  
Complex Load ◽  
Cable Stayed Bridge ◽  
Long Span ◽  
Load Transfer Mechanism ◽  
Cable Stayed Bridges

The cable-stayed bridge got rapid development in recent years. And for long-span cable-stayed bridges, the cable-girder anchorage structure is a key component in designing. The function of the cable-girder anchorage structure is to transfer the load between cables and the main girder. With the complex load transfer mechanism and stress concentration induced by large cable force, rational design of cable-girder anchorage structure is critical to long-span cable-stayed bridges. Take a certain long-span railway cable-stayed bridge in Zhejiang Province as the investigation, the load transfer mechanism and the stress distribution state was studied by finite element model. The research indicated that the design of this anchor box was rational. The stress distribution on each plate of the anchor box was relatively uniform. And the load transfer path and mechanisms of the main components of this anchor box were clear.

Dynamic soil parameters and Case damping for high-capacity long H-piles

2011 ◽  
Vol 48 (11) ◽  
pp. 1616-1629
Author(s):  
Arthur K.O. So ◽  
Charles W.W. Ng
Keyword(s):  
Load Transfer ◽  
High Capacity ◽  
Transfer Mechanism ◽  
Damping Factor ◽  
Viscous Damping ◽  
Soil Response ◽  
Pile Shaft ◽  
Load Transfer Mechanism ◽  
Set Up ◽  
Matching Techniques

Uncertainty exists in signal-matching techniques. The quake and damping obtained may not be the actual response of the soil. In this paper, the final sets, strain gauge readings, pile driving analyzer, and Case pile wave analysis program of 12 high-capacity long H-piles at the end of initial driving as well as two of them at restrike are studied. Measured and deduced data show that the soil response underneath the pile toes has limited movement and yielding despite the piles being set using very heavy hammer rams and large ram drops. The quake and damping decrease with increased shearing strain and shearing stress, but are influenced by pile whipping, rebounded stress wave, and load-transfer mechanism. The lumped Case damping factor decreases with increased side resistance to total resistance ratio. This factor can decrease or increase with time due to changes in the load-transfer mechanism after set-up, thus affecting the proportion of viscous damping of soil along the pile shaft and at the pile toe. A Case damping model is proposed that approximates the lumped Case damping factor as the sum of hysteretic damping of the pile and viscous damping of the surrounding soil. The effects of variation in load distribution and set-up along the pile shaft in layered soils and incomplete mobilization of soil at the pile toe on the Case damping factors are explained.

An analytical solution for load transfer mechanism of XCC pile foundations

2015 ◽  
Vol 67 ◽  
pp. 223-228 ◽  
Author(s):  
Dongdong Zhang ◽  
Yaru Lv ◽  
Hanlong Liu ◽  
Mingyang Wang
Keyword(s):  
Analytical Solution ◽  
Load Transfer ◽  
Transfer Mechanism ◽  
Pile Foundations ◽  
Load Transfer Mechanism
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