Full-scale shake table tests of P&B type of Japanese three-story wood dwellings for the collapse characterization

2021 ◽  
Vol 150 ◽  
pp. 106898
Author(s):  
Cem Yenidogan ◽  
Ryota Nishi ◽  
Seiya Uwadan ◽  
Takuya Nagae ◽  
Hiroshi Isoda ◽  
...  
2016 ◽  
Vol 142 (10) ◽  
pp. 04016074 ◽  
Author(s):  
A. Stavridis ◽  
F. Ahmadi ◽  
M. Mavros ◽  
P. B. Shing ◽  
R. E. Klingner ◽  
...  

2019 ◽  
Vol 154 ◽  
pp. 14-26 ◽  
Author(s):  
S. Salawdeh ◽  
T. Ryan ◽  
B.M. Broderick ◽  
J. Goggins

2016 ◽  
Vol 142 (10) ◽  
pp. 04016078 ◽  
Author(s):  
M. Mavros ◽  
F. Ahmadi ◽  
P. B. Shing ◽  
R. E. Klingner ◽  
D. McLean ◽  
...  

2017 ◽  
Vol 151 ◽  
pp. 633-647 ◽  
Author(s):  
Luigi Fiorino ◽  
Vincenzo Macillo ◽  
Raffaele Landolfo

2019 ◽  
Vol 2 (2) ◽  
pp. 116-126
Author(s):  
Tsuyoshi Nishi ◽  
Tadashi Hara ◽  
Hiroshi Nakazawa ◽  
Daisuke Suetsugu

In developing countries, gabions are widely used in several construction works, like road, river, countermeasures against slope failure and so on, because of their easy operation and low cost. In 2015 Nepal Gorkha Earthquake, a lot of retaining walls using gabions were not damaged against the strong earthquake because of their high flexibility. However, some deformation or declination were reported dpending on retaining wall types and ground conditions behind retaining walls. Therefore, in order to evaluate the earthquake resistance and residual deformations of retaining walls using gabions widely observed in Nepal, full-scale shake table tests and laboratory tests were conducted in previous studies. In this study, elemental simulations for determination of the analysis parameters based on the results of triaxial compression tests were carried out to check the validity of parameters. Then, a series of numerical analysis using proposed model was performed to reproduce the dynamic behaviors of full-scale shake table tests and evaluate the earthquake resistance of retaining wall using gabions. According to the results of these numerical analysis, it was confirmed that proposal model adequately could simulate the dynamic response of retaining walls in the full-scale shake table tests. and it was also cleared that the stepwise type retaining wall was superior to that of vertical type from the standpoint of earthquake stability against sliding and overturning.


2016 ◽  
Vol 74 (3) ◽  
pp. 425-442 ◽  
Author(s):  
Daniele Casagrande ◽  
Paolo Grossi ◽  
Roberto Tomasi

2013 ◽  
Vol 78 (693) ◽  
pp. 1999-2008 ◽  
Author(s):  
Kazuhiko KASAI ◽  
Hajime YAMAGIWA ◽  
Yuki BABA ◽  
Hiroshi ITO ◽  
Tsuyoshi HIKINO ◽  
...  

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