Field Test and Numerical Analysis on Deformation Response of H-Type Antislide Pile: Case Study of Longjiayan Landslide, China

2021 ◽  
Vol 22 (4) ◽  
pp. 05021015
Author(s):  
Hao Zhang ◽  
Haofeng Xing ◽  
Liangliang Liu ◽  
Yong Luo
Keyword(s):  
Numerical Analysis ◽  
Field Test ◽  
Deformation Response

Field test and numerical analysis of Insulated rail joints in heavy-haul railway

2021 ◽  
Vol 298 ◽  
pp. 123905
Author(s):  
Hong Xiao ◽  
Guangpeng Liu ◽  
Dongwei Yan ◽  
Yue Zhao ◽  
Jiaqi Wang ◽  
...  
Keyword(s):  
Numerical Analysis ◽  
Field Test ◽  
Heavy Haul ◽  
Heavy Haul Railway

scholarly journals Experimental and Numerical Analysis of a Novel Display Case Design: Case Study of the Renovated Anne Frank House

2019 ◽  
Vol 65 (5) ◽  
pp. 262-284
Author(s):  
Karin Kompatscher ◽  
Bart Ankersmit ◽  
Edgar Neuhaus ◽  
Marcel A.P. van Aarle ◽  
Jos W.M. van Schijndel ◽  
...  
Keyword(s):  
Numerical Analysis ◽  
Design Case ◽  
Design Case Study ◽  
Case Design ◽  
Anne Frank

scholarly journals Influence of foundation settlements in load redistribution on columns in a monitoring construction - Case Study

2010 ◽  
Vol 3 (3) ◽  
pp. 346-356 ◽  
Author(s):  
G. Savaris ◽  
P. H. Hallak ◽  
P. C. A. Maia
Keyword(s):  
Numerical Analysis ◽  
Numerical Model ◽  
Finite Elements ◽  
Load Distribution ◽  
Numerical Models ◽  
Normal Load ◽  
Finite Elements Method ◽  
Load Redistribution

The objective of this article is to present the results obtained in a study on the interaction between the behavior of the structure and the foundation settlements and verify the influence of normal load distribution on the columns. In this mechanism, known as structure soil interaction (SSI), as the building is constructed, a transfer of loads occurs from the columns which tend to settle more to those that tend to settle less. The study was conducted in a building which had its settlements monitored from the beginning of construction. For this purpose, a linear tridimensional numerical model was constructed and numerical analysis was performed, using the finite elements method. In these analyses, numerical models corre- sponding to the execution of each floor were used, considering the settlements measured in each stage of the construction. The results of analy- ses showed that the effect of SSI are significant for calculating the normal efforts on the columns, particularly on those located in the first floors.

scholarly journals A Case Study of Low Frequency Oscillation Caused by PSS Field Test

2019 ◽  
Vol 486 ◽  
pp. 012049
Author(s):  
Siyuan Guo ◽  
Shoushou Zhang ◽  
Jian Zuo ◽  
Li Li ◽  
Ting Cui
Keyword(s):  
Field Test ◽  
Low Frequency ◽  
Frequency Oscillation ◽  
Low Frequency Oscillation

Numerical analysis on seismic behavior of railway earth embankment: A case study

2016 ◽  
Vol 23 (4) ◽  
pp. 906-918 ◽  
Author(s):  
Yu-liang Lin ◽  
Feng Shi ◽  
Xiao Yang ◽  
Guo-lin Yang ◽  
Li-min Li
Keyword(s):  
Numerical Analysis ◽  
Seismic Behavior ◽  
Earth Embankment
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