Field measurement and numerical analysis on wind-induced performance of modular structure with concrete cores

2020 ◽  
Vol 220 ◽  
pp. 110969
Author(s):  
Jiaxin Bi ◽  
Liang Zong ◽  
Qi Si ◽  
Yang Ding ◽  
Ni Lou ◽  
...  
2013 ◽  
Vol 716 ◽  
pp. 705-712
Author(s):  
Chang Sheng ◽  
Xiao Ping Zhao ◽  
Qun Mei Zhou

The subway line will cross near the church St. Johann in the city. The foundation influence caused by tunnel construction from adjacent buildings will be simulated by software FLAC3D. And the feasible proposal of the construction will be resulted from the data which are collected from the field measurement and simulation. It plays an important role for coefficient of horizontal pressure K0 in simulating the geotechnical engineering. Comparing the data from the field measurement with simulation, the coefficient of horizontal pressure will be corrected. And the results of the simulation will be much closer to the real profiles.


2011 ◽  
Vol 137 (1) ◽  
pp. 143-155 ◽  
Author(s):  
Q. S. Li ◽  
Lun-Hai Zhi ◽  
Alex Y. Tuan ◽  
Chin-Sheng Kao ◽  
Sheng-Chung Su ◽  
...  

2008 ◽  
Author(s):  
Toshinori Kawabata ◽  
Yoshiyuki Mohri ◽  
Tetsuya Oda ◽  
Daisuke Shoda ◽  
Mitsuru Ariyoshi ◽  
...  

2014 ◽  
Vol 488-489 ◽  
pp. 681-684
Author(s):  
Chun Ping Tang ◽  
Liang Liang Zhang

This study focuses on a super-large bridge in mountainous terrain. Through field measurement, it explored the wind environment characteristics on the location of this bridge, simulated the three-dimensional wind field of long-span half-through arch bridge, and deduced the motion equation and amplitude expression formula of the vortex-induced vibration of large-span half-through arch bridge. By numerical analysis, the vortex-induced vibration response values in completion state and maximum cantilever state are calculated.


2013 ◽  
Vol 13 (6) ◽  
pp. 311-314 ◽  
Author(s):  
R. Harťanský ◽  
V. Smieško ◽  
L. Maršálka

Abstract The article deals with classification and quantification of electromagnetic field measurement errors in case an isotropic sensor as a field probe is used. The focus is mainly on the error of measurement method, resulting from mutual interaction of the field probe sensors associated with the origin of the so-called mutual impedance.


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