Seismic Response of Reinforced Concrete Frames with Strength and Stiffness Irregularities

10.14359/613 ◽  
1999 ◽  
Vol 96 (2) ◽  
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Concrete Frames ◽  
Reinforced Concrete Frames ◽  
Strength And Stiffness

Best-fit models for nonlinear seismic response of reinforced concrete frames

2010 ◽  
Vol 32 (9) ◽  
pp. 2931-2939 ◽  
Author(s):  
Andres Lepage ◽  
Michael W. Hopper ◽  
Sebastian A. Delgado ◽  
Jeff J. Dragovich
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Concrete Frames ◽  
Reinforced Concrete Frames ◽  
Nonlinear Seismic Response ◽  
Best Fit

Seismic Response of Reinforced Concrete Frames with Haunch Retrofit Solution

2014 ◽  
Vol 111 (3) ◽  
Author(s):  
Akanshu Sharma ◽  
G. R. Reddy ◽  
R. Eligehausen ◽  
G. Genesio ◽  
S. Pampanin
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Concrete Frames ◽  
Reinforced Concrete Frames

Seismic response analysis of reinforced concrete frames including soil flexibility

2013 ◽  
Vol 48 (1) ◽  
pp. 1-16 ◽  
Author(s):  
B.R. Jayalekshmi ◽  
V.G. Deepthi Poojary ◽  
Katta Venkataramana ◽  
R. Shivashankar
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Response Analysis ◽  
Concrete Frames ◽  
Seismic Response Analysis ◽  
Reinforced Concrete Frames ◽  
Soil Flexibility

Seismic Response of Reinforced Concrete Frames on Pile Foundations

2012 ◽  
Vol 18 (12) ◽  
pp. 1243-1250
Author(s):  
Francesca Dezi ◽  
Sandro Carbonari ◽  
Fabrizio Gara ◽  
Graziano Leoni
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Pile Foundations ◽  
Concrete Frames ◽  
Reinforced Concrete Frames

Development of new nonlinear dynamic response model of reinforced concrete frames with infill walls

2018 ◽  
Vol 21 (14) ◽  
pp. 2154-2168 ◽  
Author(s):  
Rabab Allouzi ◽  
Ayhan Irfanoglu
Keyword(s):  
Reinforced Concrete ◽  
Response Analysis ◽  
Hysteresis Model ◽  
Computationally Efficient ◽  
Concrete Frames ◽  
Backbone Curve ◽  
Damage State ◽  
Reinforced Concrete Frames ◽  
Infill Walls ◽  
Strength And Stiffness

The complex behavior of reinforced concrete frames with infill walls under earthquake loads requires a realistic conceptual model that recognizes changes in strength and stiffness occurring during loading. Accordingly, a new hysteresis model is developed in this article for such reinforced concrete frames to investigate the ultimate damage state given a ground motion. Using this model, the infilled frame can be represented as a single-degree-of-freedom system for computationally efficient dynamic in-plane response analysis. A backbone curve is developed first to provide an envelope within which load–displacement paths occur. Then, the load reversal effects are described and integrated into the backbone curve to obtain the hysteresis model. The hysteresis model developed in this article is checked using data from 11 laboratory experiments carried out by other researchers. The applicability of the hysteresis model is also illustrated on a laboratory specimen that was tested by other researchers under base excitation.

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