Influence of pinching effect of exterior joints on the seismic behavior of RC frames

2014 ◽  
Vol 6 (1) ◽  
pp. 89-110 ◽  
Author(s):  
Maria J. Favvata ◽  
Chris G. Karayannis
Keyword(s):  
Seismic Behavior ◽  
Rc Frames ◽  
Pinching Effect

Seismic behavior and damage evolution for retrofitted RC frames using haunch viscoelastic damping braces

2019 ◽  
Vol 199 ◽  
pp. 109583 ◽  
Author(s):  
Yao-Rong Dong ◽  
Zhao-Dong Xu ◽  
Qiang-Qiang Li ◽  
Ye-Shou Xu ◽  
Zheng-Han Chen
Keyword(s):  
Damage Evolution ◽  
Seismic Behavior ◽  
Viscoelastic Damping ◽  
Rc Frames

Experimental study on seismic behavior of RC frames strengthened with CFRP sheets

2011 ◽  
Vol 93 (6) ◽  
pp. 1595-1603 ◽  
Author(s):  
Jun-Tao Zhu ◽  
Xin-Ling Wang ◽  
Zhao-Dong Xu ◽  
Chen-Hui Weng
Keyword(s):  
Experimental Study ◽  
Seismic Behavior ◽  
Cfrp Sheets ◽  
Rc Frames

scholarly journals Effect of Column Dimensions on Seismic Behavior of Multi-Storey Buildings

2020 ◽  
Vol 9 (12) ◽  
pp. 193-195
Keyword(s):  
Cross Sections ◽  
Seismic Behavior ◽  
Seismic Action ◽  
Lateral Loads ◽  
Base Shear ◽  
Structural Mechanism ◽  
Rc Frames ◽  
Seismic Force ◽  
Nonlinear Static ◽  
Storey Building

This study aims at considering the effect of columns size on the seismic performance of reinforced concrete structures, in this article, three RC frames with different columns sizes have been analyzed. The five-storey building is analyzed for seismic force by Choosing three different type column cross-sections of the structural mechanism. i.e. (60x45) cm, (550x45) cm and (50x40). To assess the behavior of multi-storey building under seismic action Nonlinear static analyses for lateral loads were performed by using standard package SAP2000 software. The comparison of these frames for various earthquake response parameters like stiffness and base shear with roof displacement was executed. It is observed that the seismic efficiency in frame 1 of column dimensions(60x45) cm was significantly large with small displacements and The results are well-illustrated in this article.

scholarly journals Seismic Behavior of Nonductile RC Frame Slotted with Corrugated Steel Plate Shear Walls

2021 ◽  
Vol 2021 ◽  
pp. 1-23
Author(s):  
Ningning Feng ◽  
Changsheng Wu
Keyword(s):  
Finite Element ◽  
Boundary Conditions ◽  
Seismic Behavior ◽  
Steel Plate ◽  
Concrete Strength ◽  
Shear Walls ◽  
Slit Width ◽  
Rc Frame ◽  
Steel Plate Shear Walls ◽  
Rc Frames

Two specimens of nonductile reinforced concrete (RC) frame (ND-1) and nonductile RC frame retrofitted by corrugated steel plate shear walls slotted with columns (ND-2) are established by finite element. These specimens have same dimensions and steel skeletons. Finite element models had been verified by the existing experimental results. The hysteresis curves, skeleton curves, ductility, and stiffness curves of Specimen ND-1 and Specimen ND-2 are compared. The results show that the reinforcement effect is significant. Twenty-four models are built to study the seismic behavior on different influence parameters. The parameters are slit width, thickness of corrugated steel plate shear walls, concrete strength of nonductile RC frame, and boundary conditions of corrugated steel plate shear walls at slotted parts. The results indicate that the strength is declined with the increase of slit width. With the increase of thickness and concrete strength, the strength and stiffness are enhanced. The strength is larger with the boundary than without. Slit width and thickness have an important impact on the stiffness. Concrete strength and boundary conditions have little impact on stiffness. The strengthened nonductile RC frames have enough ductility.

Experimental work on seismic behavior of various types of masonry infilled RC frames

2012 ◽  
Vol 44 (6) ◽  
pp. 763-774 ◽  
Author(s):  
I. Serkan Misir ◽  
Ozgur Ozcelik ◽  
Sadik Can Girgin ◽  
Serap Kahraman
Keyword(s):  
Experimental Work ◽  
Seismic Behavior ◽  
Rc Frames ◽  
Infilled Rc Frames ◽  
Masonry Infilled Rc Frames

scholarly journals Out-of-plane seismic behavior and CFRP retrofitting of RC frames infilled with brick walls

2012 ◽  
Vol 34 ◽  
pp. 213-224 ◽  
Author(s):  
Wei-Wen Chen ◽  
Yeong-Kae Yeh ◽  
Shyh-Jiann Hwang ◽  
Ching-Hsien Lu ◽  
Cheng-Cheng Chen
Keyword(s):  
Seismic Behavior ◽  
Rc Frames ◽  
Out Of Plane

The effect of infill walls on the seismic behavior of boundary columns in RC frames

2016 ◽  
Vol 10 (3) ◽  
pp. 539-562 ◽  
Author(s):  
Aksel Fenerci ◽  
Baris Binici ◽  
Pourang Ezzatfar ◽  
Erdem Canbay ◽  
Guney Ozcebe
Keyword(s):  
Seismic Behavior ◽  
Infill Walls ◽  
Rc Frames
Sign in / Sign up

Export Citation Format

Share Document