scholarly journals The Flexural Behavior of a Circular Concrete Filled Carbon Tube Columns under the Constant Axial Force with Reversed Cyclic Lateral Load

2004 ◽  
Vol 8 (3) ◽  
pp. 13-22
Keyword(s):  
Axial Force ◽  
Lateral Load ◽  
Flexural Behavior ◽  
Carbon Tube ◽  
Cyclic Lateral Load ◽  
Reversed Cyclic

Reversed Cyclic Lateral Load Effects on Multistorey R.C. Shear Wall � An Effective Lateral Load Resisting System

2008 ◽  
Vol 3 (4) ◽  
pp. 51-61
Author(s):  
G. Nandini Devi ◽  
◽  
K. Subramanian ◽  
A.R. Santhakumar ◽  
◽  
...  
Keyword(s):  
Shear Wall ◽  
Lateral Load ◽  
Cyclic Lateral Load ◽  
Load Effects ◽  
Reversed Cyclic

Cyclic Flexural Behavior of Steel Pipes Repaired by Patch Plate Subjected to Constant Axial Force

2012 ◽  
Vol 61 (6) ◽  
pp. 543-549 ◽  
Author(s):  
Kazuo FURUNISHI ◽  
Yasuo KITANE ◽  
Yoshito ITOH
Keyword(s):  
Axial Force ◽  
Flexural Behavior ◽  
Steel Pipes

Load Regime Diagram of a Pipe With Cyclically Plastic Bending

2002 ◽  
Author(s):  
Yanping Yao ◽  
Ming-Wan Lu
Keyword(s):  
Axial Force ◽  
Bending Moment ◽  
Boundary Curve ◽  
Plastic Behavior ◽  
Cyclic Bending ◽  
Elastic Plastic ◽  
Linear Elastic ◽  
Load Regime ◽  
Reversed Cyclic ◽  
Cyclic Bending Moment

The criteria of piping seismic design based on linear elastic analysis has been proved to be conservative, which is mainly because the influence of plastic deformation on piping dynamic response is neglected. In the present paper, a pipe under seismic excitation is simplified as an beam with tubular cross section subjected to steady axial force and fully reversed cyclic bending moment, and the elastic-plastic behavior of the pipe is studied. Various behavior of the pipe under different combinations of axial force and cyclic bending moment is discussed and the boundary curve equations between them are obtained. Also the load regime diagram for a pipe which is formed by the boundary curve equations in the loading plane is given, from which the elastic-plastic behavior of the pipe can be determined directly.

Axial Load and Cyclic Lateral Load Tests for Composite Columns with Steel Angles

2016 ◽  
Vol 142 (5) ◽  
pp. 04016001 ◽  
Author(s):  
Hyeon-Jong Hwang ◽  
Tae-Sung Eom ◽  
Hong-Gun Park ◽  
Seung-Hwan Lee
Keyword(s):  
Axial Load ◽  
Lateral Load ◽  
Composite Columns ◽  
Cyclic Lateral Load ◽  
Load Tests ◽  
Steel Angles

scholarly journals Experimental and Analytical Study of Slender Reinforced Concrete Shear Wall under Cyclic In-Plane Lateral Load

2017 ◽  
Vol 2017 ◽  
pp. 1-14 ◽  
Author(s):  
Diego Sosa ◽  
Diego Arévalo ◽  
E. David Mora ◽  
M. Belén Correa ◽  
Diego Albuja ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Analytical Model ◽  
Shear Wall ◽  
Lateral Load ◽  
Reinforcing Bars ◽  
Cyclic Lateral Load ◽  
Secant Stiffness ◽  
Damage States ◽  
Bending Capacity ◽  
Global And Local

This study describes a slender reinforced concrete shear wall experimental test under in-plane cyclic lateral load, and the development of an analytical model which uses the fiber method approach to consider hysteretic nonlinear constitutive material models behavior. The shear wall tested had bending behavior, since the amount of longitudinal reinforcing bars produced weak bending capacity compared to the shear strength. The analytical model tries to represent global and local behavior of the wall, and its calibration is based on reaching experimental parameters like area enclosed and secant stiffness on every loop. After the analytical model was calibrated, the relation between some performance points and damage states observed during the test is studied.

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