scholarly journals A DEGRADING BOUC-WEN DATA-DRIVEN MODEL FOR THE CYCLIC BEHAVIOR OF MASONRY INFILLED RC FRAMES

2021 ◽  
Author(s):  
Matteo Pelliciari ◽  
Stefano Sirotti ◽  
Fabio Di Trapani ◽  
Bruno Briseghella ◽  
Giuseppe Carlo Marano ◽  
...  
Keyword(s):  
Data Driven ◽  
Cyclic Behavior ◽  
Rc Frames ◽  
Infilled Rc Frames ◽  
Masonry Infilled Rc Frames

Experimental and numerical investigation on cyclic behavior of masonry infilled RC frames retrofitted with partially bonded CFRP strips

Structures ◽  
2021 ◽  
Vol 33 ◽  
pp. 2238-2252
Author(s):  
Mohammed A. Sakr ◽  
Saher R. El-Khoriby ◽  
Aymen A. Seleemah ◽  
Mustafa M. Aboelnour ◽  
Bothaina Osama
Keyword(s):  
Numerical Investigation ◽  
Cyclic Behavior ◽  
Rc Frames ◽  
Infilled Rc Frames ◽  
Masonry Infilled Rc Frames

Development and Validation of New Bouc–Wen Data-Driven Hysteresis Model for Masonry Infilled RC Frames

2021 ◽  
Vol 147 (11) ◽  
pp. 04021092 ◽  
Author(s):  
Stefano Sirotti ◽  
Matteo Pelliciari ◽  
Fabio Di Trapani ◽  
Bruno Briseghella ◽  
Giuseppe Carlo Marano ◽  
...  
Keyword(s):  
Data Driven ◽  
Hysteresis Model ◽  
Rc Frames ◽  
Infilled Rc Frames ◽  
Masonry Infilled Rc Frames ◽  
Development And Validation

Experimental Evaluation of Masonry-Infilled RC Frames

1996 ◽  
Vol 122 (3) ◽  
pp. 228-237 ◽  
Author(s):  
Armin B. Mehrabi ◽  
P. Benson Shing ◽  
Michael P. Schuller ◽  
James L. Noland
Keyword(s):  
Experimental Evaluation ◽  
Rc Frames ◽  
Infilled Rc Frames ◽  
Masonry Infilled Rc Frames

scholarly journals Cyclic behavior of GFRP strengthened infilled RC frames with low and normal strength concrete

2019 ◽  
Vol 26 (1) ◽  
pp. 30-42 ◽  
Author(s):  
Mehmet Emin Arslan ◽  
Ahmet Durmuş ◽  
Metin Hüsem
Keyword(s):  
Lateral Loading ◽  
Cyclic Behavior ◽  
Test Results ◽  
Normal Strength Concrete ◽  
Strength Concrete ◽  
Rc Frames ◽  
Load Carrying ◽  
Concrete Blocks ◽  
Normal Strength ◽  
Infilled Rc Frames

AbstractThis paper presents the experimental behavior of plane, non-strengthened and glass fiber reinforced polymer (GFRP) strengthened infilled reinforced concrete (RC) frames with low strength concrete (LSC) and normal strength concrete (NSC) under lateral reversed cyclic loading. For this purpose, eight full-scale, one-bay, one-storey plane and infilled (brick and aerated concrete blocks which are commonly used in RC construction) RC frames with LSC and NSC were produced and in-plane lateral loading tests were carried out. Test results indicate that infill walls considerably change the behavior of frames by increasing rigidity and load carrying capacity. By contrast, GFRP fabric used for strengthening of infilled RC frames improves ductility, load carrying and energy dissipation capacity of infilled frames with LSC and NSC as well. After all the test results were evaluated together, a GFRP strengthened brick infilled frame demonstrated the best performance under cyclic lateral loading.

The Effects of Amount and Location of Openings on Lateral Behavior of Masonry Infilled RC Frames

2019 ◽  
Vol 23 (5) ◽  
pp. 2175-2187
Author(s):  
Elshan Ahani ◽  
Mir Naghi Mousavi ◽  
Ali Ahani ◽  
Mohammad Kheirollahi
Keyword(s):  
Rc Frames ◽  
Infilled Rc Frames ◽  
Masonry Infilled Rc Frames ◽  
Lateral Behavior
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