Seismic Response Modification Factor of RC-Frame Structures Based on Limit State Design

2018 ◽  
Vol 16 (9) ◽  
pp. 1185-1200 ◽  
Author(s):  
Somayeh Sharifi ◽  
Hamid Toopchi-Nezhad
Keyword(s):  
Seismic Response ◽  
Limit State ◽  
Frame Structures ◽  
Rc Frame ◽  
Response Modification Factor ◽  
Limit State Design ◽  
Modification Factor ◽  
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 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

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”.

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

Design Forces for Drift and Damage Control: A Second Look at the Substitute Structure Approach

1994 ◽  
Vol 10 (2) ◽  
pp. 319-331 ◽  
Author(s):  
John F. Bonacci
Keyword(s):  
Reinforced Concrete ◽  
Damage Control ◽  
Dynamic Test ◽  
Frame Structures ◽  
Rc Frame ◽  
Test Results ◽  
Structure Approach ◽  
Maximum Displacement ◽  
Design Loads ◽  
Rc Frame Structures

This paper explores the development of a method that is useful for design of reinforced concrete (RC) frame structures to resist earthquakes. The substitute structure method, originally proposed in the 1970s, makes an analogy between viscously damped linear and hysteretic response for the purpose of estimating maximum displacement. The evolution of the method is retraced in order to emphasize its unique reliance on experimental results, which are needed to establish rules for assignment of substitute linear properties. Recent dynamic test results are used to extend significantly the calibration of the method, which furnishes design loads on the basis of drift and damage control.

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