Shake-Table Tests of a Full-Scale Two-Story Shear-Dominated Reinforced Masonry Wall Structure

2016 ◽  
Vol 142 (10) ◽  
pp. 04016078 ◽  
Author(s):  
M. Mavros ◽  
F. Ahmadi ◽  
P. B. Shing ◽  
R. E. Klingner ◽  
D. McLean ◽  
...  
Keyword(s):  
Masonry Wall ◽  
Full Scale ◽  
Wall Structure ◽  
Shake Table ◽  
Shake Table Tests ◽  
Reinforced Masonry

Shake-Table Tests of a Full-Scale Three-Story Reinforced Masonry Shear Wall Structure

2016 ◽  
Vol 142 (10) ◽  
pp. 04016074 ◽  
Author(s):  
A. Stavridis ◽  
F. Ahmadi ◽  
M. Mavros ◽  
P. B. Shing ◽  
R. E. Klingner ◽  
...  
Keyword(s):  
Shear Wall ◽  
Full Scale ◽  
Wall Structure ◽  
Shake Table ◽  
Shake Table Tests ◽  
Reinforced Masonry ◽  
Masonry Shear Wall

DDBD assessment of steel CBFs using full scale shake table tests with realistic connections

2019 ◽  
Vol 154 ◽  
pp. 14-26 ◽  
Author(s):  
S. Salawdeh ◽  
T. Ryan ◽  
B.M. Broderick ◽  
J. Goggins
Keyword(s):  
Full Scale ◽  
Shake Table ◽  
Shake Table Tests

Shake table tests of a full-scale two-story sheathing-braced cold-formed steel building

2017 ◽  
Vol 151 ◽  
pp. 633-647 ◽  
Author(s):  
Luigi Fiorino ◽  
Vincenzo Macillo ◽  
Raffaele Landolfo
Keyword(s):  
Full Scale ◽  
Shake Table ◽  
Shake Table Tests ◽  
Steel Building ◽  
Cold Formed Steel

scholarly journals Evaluation of Numerical Analysis for Earthquake Resistance of Retaining Wall Using Gabions

2019 ◽  
Vol 2 (2) ◽  
pp. 116-126
Author(s):  
Tsuyoshi Nishi ◽  
Tadashi Hara ◽  
Hiroshi Nakazawa ◽  
Daisuke Suetsugu
Keyword(s):  
Numerical Analysis ◽  
Slope Failure ◽  
Retaining Wall ◽  
Triaxial Compression ◽  
Retaining Walls ◽  
Full Scale ◽  
Earthquake Resistance ◽  
Shake Table ◽  
Compression Tests ◽  
Shake Table Tests

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.

Shake table tests on a full-scale timber-frame building with gypsum fibre boards

2016 ◽  
Vol 74 (3) ◽  
pp. 425-442 ◽  
Author(s):  
Daniele Casagrande ◽  
Paolo Grossi ◽  
Roberto Tomasi
Keyword(s):  
Full Scale ◽  
Shake Table ◽  
Shake Table Tests ◽  
Timber Frame ◽  
Frame Building

scholarly journals 3-D SHAKE TABLE TESTS ON FULL-SCALE 5-STORY STEEL BUILDING WITH OIL DAMPERS

2013 ◽  
Vol 78 (693) ◽  
pp. 1999-2008 ◽  
Author(s):  
Kazuhiko KASAI ◽  
Hajime YAMAGIWA ◽  
Yuki BABA ◽  
Hiroshi ITO ◽  
Tsuyoshi HIKINO ◽  
...  
Keyword(s):  
Full Scale ◽  
Shake Table ◽  
Shake Table Tests ◽  
Steel Building
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