Out-of-plane behaviour of a full scale stone masonry façade. Part 2: shaking table tests

2013 ◽  
pp. n/a-n/a ◽  
Author(s):  
Alexandre A. Costa ◽  
António Arêde ◽  
Alfredo Campos Costa ◽  
Andrea Penna ◽  
Aníbal Costa
Keyword(s):  
Full Scale ◽  
Shaking Table ◽  
Stone Masonry ◽  
Shaking Table Tests ◽  
Out Of Plane

Out‐of‐plane shaking table tests of full‐scale historic adobe corner walls retrofitted with timber elements

2019 ◽  
Vol 48 (8) ◽  
pp. 888-909
Author(s):  
Juan C. Reyes ◽  
Francisco A. Galvis ◽  
Luis E. Yamin ◽  
Cristian Gonzalez ◽  
Juan D. Sandoval ◽  
...  
Keyword(s):  
Full Scale ◽  
Shaking Table ◽  
Shaking Table Tests ◽  
Out Of Plane

Numerical Simulation of Shaking Table Tests on Full-Scale Stone Masonry Buildings

2015 ◽  
Vol 10 (2-3) ◽  
pp. 146-163 ◽  
Author(s):  
Andrea Penna ◽  
Ilaria Senaldi ◽  
Alessandro Galasco ◽  
Guido Magenes
Keyword(s):  
Numerical Simulation ◽  
Full Scale ◽  
Shaking Table ◽  
Stone Masonry ◽  
Masonry Buildings ◽  
Shaking Table Tests

Component and shaking table tests for full-scale multiple friction pendulum system

2006 ◽  
Vol 35 (13) ◽  
pp. 1653-1675 ◽  
Author(s):  
C. S. Tsai ◽  
Wen-Shin Chen ◽  
Tsu-Cheng Chiang ◽  
Bo-Jen Chen
Keyword(s):  
Full Scale ◽  
Shaking Table ◽  
Shaking Table Tests ◽  
Pendulum System ◽  
Friction Pendulum ◽  
Friction Pendulum System

Dynamic deformability evaluated by series of shaking table tests of full-scale models of masonry houses

2016 ◽  
pp. 2417-2424
Author(s):  
T. Hanazato ◽  
H. Seno ◽  
Y Niitsu ◽  
H. Imai ◽  
T. Narafu ◽  
...  
Keyword(s):  
Full Scale ◽  
Shaking Table ◽  
Shaking Table Tests ◽  
Scale Models

scholarly journals INVESTIGATION OF RESIDUAL DEFORMATION OF SMALL EARTH DAMS IN FULL-SCALE SHAKING TABLE TESTS

2017 ◽  
Vol 73 (4) ◽  
pp. I_815-I_826 ◽  
Author(s):  
Hiroshi NAKAZAWA ◽  
Yutaka SAWADA ◽  
Tetsuya ODA ◽  
Tomohiro KOBAYASHI ◽  
Seita KOBAYASHI ◽  
...  
Keyword(s):  
Residual Deformation ◽  
Full Scale ◽  
Shaking Table ◽  
Earth Dams ◽  
Shaking Table Tests

Shaking Table Tests on Multi-Leaf Stone Masonry Structures: Analysis of Stiffness Decay

2010 ◽  
Vol 133-134 ◽  
pp. 647-652 ◽  
Author(s):  
Nicola Mazzon ◽  
Cano M. Chavez ◽  
Maria Rosa Valluzzi ◽  
F. Casarin ◽  
Claudio Modena
Keyword(s):  
Dynamic Behaviour ◽  
Shaking Table ◽  
Stone Masonry ◽  
Mode Shapes ◽  
Masonry Structures ◽  
Shaking Table Tests ◽  
Grout Injection ◽  
Hydraulic Lime ◽  
Natural Hydraulic Lime ◽  
Before And After

The influence of the natural hydraulic lime-based grout on the dynamic behaviour of injected multi-leaf stone masonry elements is discussed in the paper. Shaking table experiments on two stone masonry buildings, tested before and after grout injection, have been performed. The paper focuses on the analysis of both the recorded accelerations and related displacements, at the bottom and at each further storey. This leads to evaluate the stiffness of the unstrengthened and injected structures. The input at increasing PGA allowed the stiffness decay to be studied, simulating a gradual damaging of the structures. These results were also interpreted in the light of both computed frequencies and mode shapes. Finally, the comparison among these results, obtained from all the models, allows to deepen the knowledge concerning the effects induced by the lime-based grout injection and on its capability to modify the dynamic behaviour, when intervening on a damaged (repairing) or on an undamaged (strengthening) structure.

Shaking Table Tests of Full Scale Base-Isolated Structures

2002 ◽  
Author(s):  
C. S. Tsai ◽  
B. J. Chen ◽  
T. C. Chiang
Keyword(s):  
Structural Control ◽  
Control Strategies ◽  
Steel Structure ◽  
Seismic Energy ◽  
Full Scale ◽  
Shaking Table ◽  
Shaking Table Tests ◽  
Natural Period ◽  
Rubber Bearing ◽  
Rubber Bearings

Conventional earthquake resistant designs depend on strengthen and ductility of the structural components to resist induced forces and to dissipate seismic energy. However, this can produce permanent damage to the joints as well as the larger interstory displacements. In recently years, many studies on structural control strategies and devices have been developed and applied in U. S. A., Europe, Japan, and New Zealand. The rubber bearing belongs to one kind of the earthquake-proof ideas of structural control technologies. The installation of rubber bearings can lengthen the natural period of a building and simultaneously reduce the earthquake-induced energy trying to impart to the building. They can reduce the magnitude of the earthquake-induced forces and consequently reduce damage to the structures and its contents, and reduce danger to its occupants. This paper is aimed at studying the mechanical behavior of the stirrup rubber bearings (SRB) and evaluating the feasibility of the buildings equipped with the stirrup rubber bearings. Furthermore, uniaxial, biaxial, and triaxial shaking table tests are conducted to study the seismic response of a full-scale three-story isolated steel structure. Experimental results indicate that the stirrup rubber bearings possess higher damping ratios at higher strains, and that the stirrup rubber bearings provide good protection for structures. It has been proved through the full-scale tests on shaking table that the stirrup rubber bearing is a very promising tool to enhance the seismic resistibility of structures.

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