Shake table test of a masonry building retrofitted with shotcrete

2020 ◽  
Vol 219 ◽  
pp. 110912
Author(s):  
Amirhossein Ghezelbash ◽  
Katrin Beyer ◽  
Kiarash M. Dolatshahi ◽  
Mohammad Yekrangnia
Keyword(s):  
Shake Table Test ◽  
Masonry Building ◽  
Shake Table

scholarly journals Dataset from the dynamic shake-table test of a full-scale unreinforced clay-masonry building with flexible timber diaphragms

Data in Brief ◽  
2018 ◽  
Vol 18 ◽  
pp. 629-640 ◽  
Author(s):  
Stylianos Kallioras ◽  
Gabriele Guerrini ◽  
Umberto Tomassetti ◽  
Simone Peloso ◽  
Francesco Graziotti
Keyword(s):  
Full Scale ◽  
Shake Table Test ◽  
Masonry Building ◽  
Shake Table

Shake-Table Test of a Strengthened Stone Masonry Building Aggregate with Flexible Diaphragms

2019 ◽  
Vol 13 (7) ◽  
pp. 1078-1097 ◽  
Author(s):  
Gabriele Guerrini ◽  
Ilaria Senaldi ◽  
Francesco Graziotti ◽  
Guido Magenes ◽  
Katrin Beyer ◽  
...  
Keyword(s):  
Shake Table Test ◽  
Stone Masonry ◽  
Masonry Building ◽  
Shake Table ◽  
Flexible Diaphragms

Shake Table Test of Confined Brick Masonry Building

2011 ◽  
Vol 255-260 ◽  
pp. 689-693 ◽  
Author(s):  
Khan Shahzada ◽  
Akhtar Naeem Khan ◽  
Amr S. Elnashai ◽  
Amjad Naseer ◽  
M. Javed ◽  
...  
Keyword(s):  
Dynamic Test ◽  
Damage Mechanism ◽  
Brick Masonry ◽  
Shake Table Test ◽  
Masonry Building ◽  
Shake Table ◽  
Scaled Model ◽  
Constant Frequency ◽  
Response Modification Factor ◽  
Plane Failure

This paper presents the shake table test of a one-forth scaled model, representing a typical Pakistani three stories confined brick masonry building. The model was constructed following complete model similitude and subjected to a series of sinusoidal base motions of increasing amplitude at a constant frequency equivalent to the predominant frequency of JMA Kobe-1995 earthquake record. The dynamic test data was processed and analyzed to generate the force-deformation curve, ductility ratio and response modification factor of the system. A shear-dominated failure mode was observed. As expected, the ground storey was found to suffer more damage than the other two stories. Out-of-plane failure of walls and crushing of concrete in confining elements were also noted in the final test runs. Based on the damage mechanism and force-deformation characteristics, various performance levels are suggested.

E-Defense Shake-table Test of a Building Designed for Post-disaster Functionality

2021 ◽  
pp. 1-22
Author(s):  
Trevor Zhiqing Yeow ◽  
Koichi Kusunoki ◽  
Izumi Nakamura ◽  
Yo Hibino ◽  
Satoru Fukai ◽  
...  
Keyword(s):  
Shake Table Test ◽  
Shake Table ◽  
Post Disaster

scholarly journals Shake-table test performance of an inertial force-limiting floor anchorage system

2018 ◽  
Vol 47 (10) ◽  
pp. 1987-2011 ◽  
Author(s):  
Zhi Zhang ◽  
Robert B. Fleischman ◽  
Jose I. Restrepo ◽  
Gabriele Guerrini ◽  
Arpit Nema ◽  
...  
Keyword(s):  
Test Performance ◽  
Inertial Force ◽  
Shake Table Test ◽  
Shake Table ◽  
Anchorage System

System Identification of UCSD-NHERI Shake-Table Test of Two-Story Structure with Cross-Laminated Timber Rocking Walls

2021 ◽  
Vol 147 (4) ◽  
pp. 04021018
Author(s):  
Ignace Mugabo ◽  
Andre R. Barbosa ◽  
Arijit Sinha ◽  
Christopher Higgins ◽  
Mariapaola Riggio ◽  
...  
Keyword(s):  
System Identification ◽  
Shake Table Test ◽  
Shake Table ◽  
Story Structure ◽  
Cross Laminated Timber ◽  
Rocking Walls
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