Structural Behaviors of Large Underground Earth-Retaining Systems in Shanghai. I: Unpropped Circular Diaphragm Wall

2015 ◽  
Vol 29 (2) ◽  
pp. 04014058 ◽  
Author(s):  
Yong Tan ◽  
Dalong Wang
2014 ◽  
Vol 607 ◽  
pp. 735-738
Author(s):  
Ru Lin Zhang ◽  
Wen Dong Yang ◽  
Feng Sun

The seismic response analysis of project soil site is important to obtain the ground motion parameters for seismic design of upper structures. First, a simplified solving method is introduced, in which, the horizontal seismic loadings are expanded into Fourier series in the circumferential direction, using the orthogonality between the normal and tangential direction on the circumference, the three-dimensional problem is reduced to a series of two-dimensional problems. Then, the simplified method is used for seismic response analysis of a practical large-scale soil site with large diameter circular diaphragm wall. The influence of wall to the site is obtained through two field conditions, which are wall field and free field (without wall). Compare with the results of the site without wall, the peak acceleration of the pit bottom is increased owing to the confinement effect of wall, and the influence to ground surface far from the wall is very little.


Author(s):  
Jian Jia ◽  
XiaoLin Xie ◽  
ChuanPing Liu ◽  
JieQun Zhai ◽  
Yu Zhang

Author(s):  
Denghao Wu ◽  
Yun Ren ◽  
Jiegang Mou ◽  
Yunqing Gu ◽  
Lanfang Jiang

Metals ◽  
2021 ◽  
Vol 11 (6) ◽  
pp. 851
Author(s):  
Heesoo Kim ◽  
Jeonghyeon Lim ◽  
Jeonghwa Lee ◽  
Young Jong Kang ◽  
Seungjun Kim

A fabricated mobile scaffold has various components, including vertical members, horizontal members, braces, work plates, and castor wheels. In Korea, the structural performance of each member must be validated based on member-level structural safety criteria; this means that rigorous evaluation methods are required to secure the system-level structural safety of the fabricated mobile scaffold. To suggest rational system-level structural safety criteria and effective evaluation methods, the characteristics of the structural behaviors of the assembled structure must be investigated first. Unlike other temporary equipment, it is a product that requires convenience of use and ease of movement. Therefore, to secure the safety and usability of the structure, it is necessary to evaluate the ultimate behavior of a mobile scaffold fabricated with various material and structural types. In an experimental study, the ultimate mode and load-bearing capacity were investigated, and the appropriateness of the required performance of the mobile scaffold was reviewed. Three types of experimental test models with different materials (steel and aluminum) and stories (single-story and three-story erection) were selected and examined for vertical loads. Based on the experimental results, the ultimate behavior characteristics of the fabricated mobile scaffold were analyzed, and the ultimate load was identified.


2021 ◽  
Vol 26 (8) ◽  
pp. 04021043
Author(s):  
Yan Wang ◽  
Xudong Shao ◽  
Xin Zhang ◽  
Junhui Cao ◽  
Xudong Zhao ◽  
...  

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