scholarly journals NONLINEAR STATIC BASED SEISMIC PERFORMANCE ASSESSMENT OF MASONRY BUILDINGS: COMPARISON WITH SHAKE TABLE

2014 ◽  
Vol 14 (1) ◽  
pp. 1_14-1_24
Author(s):  
Ahmad ABO-EL-EZZ
Keyword(s):  
Performance Assessment ◽  
Seismic Performance ◽  
Shake Table ◽  
Masonry Buildings ◽  
Seismic Performance Assessment ◽  
Nonlinear Static

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 Assessment of Unreinforced Masonry Buildings with a Hybrid Modeling Approach

2013 ◽  
Vol 29 (1) ◽  
pp. 33-57 ◽  
Author(s):  
Alper Aldemir ◽  
M. Altuğ Erberik ◽  
I. Ozan Demirel ◽  
HalÛk Sucuoğlu
Keyword(s):  
Finite Element ◽  
Performance Assessment ◽  
Seismic Performance ◽  
Unreinforced Masonry ◽  
Hybrid Modeling ◽  
Frame Structure ◽  
Masonry Building ◽  
Masonry Buildings ◽  
Seismic Performance Assessment ◽  
Modeling Approach

This study proposes a hybrid modeling approach for the seismic performance assessment of unreinforced masonry buildings. The method combines finite-element and equivalent-frame approaches such that more powerful features of each approach are utilized. The finite-element approach is used to model the masonry components of different geometrical and material characteristics with a high level of accuracy. Then this numerically simulated database is used in the analytical modeling of masonry buildings with equivalent beams and columns instead of spandrels and piers. Thus it becomes possible to model a masonry building as a frame structure that can simply be analyzed in order to capture the global behavior. The method has been verified by comparing the analytical results with the previous experimental findings. The last part of the study is devoted to the implementation of the method to an existing masonry building that was damaged during a severe earthquake.

Seismic Performance Assessment of Non-Compliant SMRF-Reinforced Concrete Frame: Shake-Table Test Study

2017 ◽  
Vol 23 (3) ◽  
pp. 444-462 ◽  
Author(s):  
Naveed Ahmad ◽  
Asif Shahzad ◽  
Muhammad Rizwan ◽  
Akhtar Naeem Khan ◽  
Syed Muhammad Ali ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Performance Assessment ◽  
Seismic Performance ◽  
Shake Table Test ◽  
Shake Table ◽  
Reinforced Concrete Frame ◽  
Seismic Performance Assessment ◽  
Concrete Frame ◽  
Test Study

Experimental seismic performance assessment of asymmetric masonry buildings

2018 ◽  
Vol 155 ◽  
pp. 298-314 ◽  
Author(s):  
Leonardo Avila ◽  
Graça Vasconcelos ◽  
Paulo B. Lourenço
Keyword(s):  
Performance Assessment ◽  
Seismic Performance ◽  
Masonry Buildings ◽  
Seismic Performance Assessment

Seismic Performance Assessment of Masonry Buildings Using In Situ Material Properties

2017 ◽  
Vol 31 (4) ◽  
pp. 04017033 ◽  
Author(s):  
Baran Cobanoglu ◽  
Alper Aldemir ◽  
İsmail Ozan Demirel ◽  
Baris Binici ◽  
Erdem Canbay ◽  
...  
Keyword(s):  
Performance Assessment ◽  
Seismic Performance ◽  
Material Properties ◽  
Masonry Buildings ◽  
Seismic Performance Assessment
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