Seismic Performance of a Bridge Column Based on E-Defense E-Defense E-Defense Shake-Table Excitations

2014 ◽  
pp. 179-191
Author(s):  
Kazuhiko Kawashima ◽  
Richelle G. Zafra ◽  
Tomohiro Sasaki ◽  
Koichi Kajiwara ◽  
Manabu Nakayama
Keyword(s):  
Seismic Performance ◽  
Shake Table ◽  
Bridge Column

Seismic Performance of a Full-Size Polypropylene Fiber-Reinforced Cement Composite Bridge Column Based on E-Defense Shake Table Experiments

2012 ◽  
Vol 16 (4) ◽  
pp. 463-495 ◽  
Author(s):  
Kazuhiko Kawashima ◽  
Richelle G. Zafra ◽  
Tomohiro Sasaki ◽  
Koichi Kajiwara ◽  
Manabu Nakayama ◽  
...  
Keyword(s):  
Seismic Performance ◽  
Polypropylene Fiber ◽  
Cement Composite ◽  
Shake Table ◽  
Fiber Reinforced ◽  
Full Size ◽  
Bridge Column ◽  
Composite Bridge ◽  
Reinforced Cement ◽  
Shake Table Experiments

Comparative seismic performance assessment of RC and RC/ECC hybrid frame structures: a shake table study

2021 ◽  
Vol 7 (1) ◽  
Author(s):  
Fasih Ahmed Khan ◽  
Muhammad Rashid ◽  
Sajjad Wali Khan ◽  
Muhammad Rizwan ◽  
Yasir Irfan Badrashi ◽  
...  
Keyword(s):  
Performance Assessment ◽  
Seismic Performance ◽  
Frame Structures ◽  
Shake Table ◽  
Seismic Performance Assessment

Seismic Performance of RC Bridge Column under Repeated Ground Motions

2001 ◽  
Vol 6 (6) ◽  
pp. 461-467 ◽  
Author(s):  
S. W. Park ◽  
W. P. Yen ◽  
J. D. Cooper ◽  
J. D. O'Fallon
Keyword(s):  
Seismic Performance ◽  
Ground Motions ◽  
Bridge Column

Shake table testing and numerical modelling of LWS strap-braced structures for seismic performance evaluation

2019 ◽  
Author(s):  
Sarmad Shakeel ◽  
Bianca Bucciero ◽  
Alessia Campiche ◽  
Tatiana Pali ◽  
Luigi Fiorino ◽  
...  
Keyword(s):  
Performance Evaluation ◽  
Numerical Modelling ◽  
Seismic Performance ◽  
Shake Table ◽  
Shake Table Testing ◽  
Seismic Performance Evaluation

Experimental test and seismic performance of partial precast concrete segmental bridge column with cast-in-place base

2015 ◽  
Vol 100 ◽  
pp. 178-188 ◽  
Author(s):  
Do Hak Kim ◽  
Do Young Moon ◽  
Moon Kyum Kim ◽  
Goangseup Zi ◽  
Hwasung Roh
Keyword(s):  
Seismic Performance ◽  
Experimental Test ◽  
Precast Concrete ◽  
Bridge Column ◽  
Segmental Bridge

scholarly journals Shake Table Response of Unreinforced Masonry and Reinforced Concrete Elements of Special Moment Resisting Frame

2019 ◽  
Vol 2019 ◽  
pp. 1-17 ◽  
Author(s):  
Syed Azmat Ali Shah ◽  
Junaid Shah Khan ◽  
Syed Muhammad Ali ◽  
Khan Shahzada ◽  
Waqar Ahmad ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Seismic Performance ◽  
Masonry Wall ◽  
Masonry Walls ◽  
Shake Table ◽  
Base Excitation ◽  
Reinforced Concrete Frame ◽  
Infill Walls ◽  
Concrete Frame ◽  
Moment Resisting

Half-scaled reinforced concrete frame of two storeys and two bays with unreinforced masonry (URM) infill walls was subjected to base excitation on a shake table for seismic performance evaluation. Considering the high seismic hazard Zone IV of Pakistan, reinforcement detailing in the RC frame is provided according to special moment resisting frames (SMFRs) requirement of Building Code of Pakistan Seismic-Provisions (BCP SP-2007). The reinforced concrete frame was infilled with in-plane solid masonry walls in its interior frame, in-plane masonry walls with door and window openings in the exterior frame, out-of-plane solid masonry wall, and masonry wall with door and window openings in its interior frame. For seismic capacity qualification test, the structure was subjected to three runs of unidirectional base excitation with increasing intensity. For system identification, ambient-free vibration tests were performed at different stages of experiment. Seismic performance of brick masonry infill walls in reinforced concrete frame structures was evaluated. During the shake table test, performance of URM infill walls was satisfactory until design ground acceleration was 0.40g with a global drift of 0.23%. The test was continued till 1.24g of base acceleration. This paper presents key findings from the shake table tests, including the qualitative damage observations and quantitative force-displacement, and hysteretic response of the test specimen at different levels of excitation. Experimental results of this test will serve as a benchmark for validation of numerical and analytical models.

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