Seismic response of RC frame structures strengthened by reinforced masonry infill panels

2015 ◽  
Vol 8 (6) ◽  
pp. 1435-1452
Author(s):  
Ali Massumi ◽  
Behnam Mahboubi ◽  
Mohammad Reza Ameri
Keyword(s):  
Seismic Response ◽  
Frame Structures ◽  
Rc Frame ◽  
Masonry Infill ◽  
Reinforced Masonry ◽  
Infill Panels ◽  
Rc Frame Structures

Effect of higher modes on the seismic response and design of moment-resisting RC frame structures

2013 ◽  
Vol 56 ◽  
pp. 417-430 ◽  
Author(s):  
Charilaos A. Maniatakis ◽  
Ioannis N. Psycharis ◽  
Constantine C. Spyrakos
Keyword(s):  
Seismic Response ◽  
Frame Structures ◽  
Rc Frame ◽  
Higher Modes ◽  
Moment Resisting ◽  
Rc Frame Structures

Seismic performance of RC-frame structures with GFRP infill panels

2017 ◽  
Vol 160 ◽  
pp. 722-733 ◽  
Author(s):  
Minho Kwon ◽  
Hyunsu Seo ◽  
Jinsup Kim
Keyword(s):  
Seismic Performance ◽  
Frame Structures ◽  
Rc Frame ◽  
Infill Panels ◽  
Rc Frame Structures

Studies on Performance-Based Seismic Design for RC Frame Structures with Energy Dissipation

2012 ◽  
Vol 204-208 ◽  
pp. 2662-2666
Author(s):  
Jie Ying Sui ◽  
Di Tao Niu ◽  
Chen Ming Xu
Keyword(s):  
Energy Dissipation ◽  
Seismic Response ◽  
Seismic Design ◽  
Frame Structures ◽  
Original Structure ◽  
Rc Frame ◽  
Major Earthquake ◽  
Moderate Earthquake ◽  
Performance Based Seismic Design ◽  
Rc Frame Structures

Energy dissipation reduction design can achieve the performance-based seismic design. By contrasting the results of the frame with the SMA dampers and the original structure, the results prove that the SMA damper can reduce the seismic response effectively and achieve the important performance objective “no damage under moderate earthquake and maintainable under major earthquake”.

scholarly journals Performance evaluation of masonry Infilled RC frame structures under lateral loads

2021 ◽  
Vol 73 (03) ◽  
pp. 219-234
Keyword(s):  
Structural Damage ◽  
Evaluation Method ◽  
Rc Frame ◽  
Lateral Loads ◽  
Masonry Infill ◽  
Rc Frames ◽  
Entire Structure ◽  
Infill Panels ◽  
Energy Dissipation Capacity ◽  
Rc Frame Structures

Numerous studies on masonry infill panels have greatly contributed to the research of strength, stiffness and energy dissipation capacity of various buildings. If the effects of masonry panels are disregarded, structural damage will occur under any significant ground motion, and even lead to collapse of the entire structure. The mode of failure is strongly dependent on the masonry and RC frame interaction. This work proposes an evaluation method for determining the participation ratio of masonry infill panels on RC frames under lateral loads.

Cumulative damage effects of mainshock-aftershock sequences on RC-frame structures

2019 ◽  
Vol 32 (3-4) ◽  
pp. 157-169
Author(s):  
Lingxin Zhang ◽  
◽  
Baijie Zhu ◽  
Yunqin Xue ◽  
Jialu Ma ◽  
...  
Keyword(s):  
Cumulative Damage ◽  
Frame Structures ◽  
Rc Frame ◽  
Aftershock Sequences ◽  
Rc Frame Structures
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