effect of slender RC columns under seismic load

Author:

Kwak Hyo-Gyoung,Kim Jin-Kook

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference37 articles.

1. Implementation of bond–slip effect in analyses of RC frames under cyclic loads using layered section method;Kwak;Engineering Structures,2006

2. Amplification factors for nonlinear dynamic p–δ effects in earthquake analysis;Bernal;Earthquake Engineering and Structural Dynamics,1987

3. P–Δ effects on single-degree-of-freedom structures in earthquakes;MacRae;Earthquake Spectra,1994

4. Effects of hysteretic models and ground motion characteristics on seismic p–delta strength amplification factors;Tremblay;Stability and Ductility of Steel Structures,1997

5. Khairy H, Machida A. Vertical component of earthquake motion and inelastic response of RC piers. IABSE Reports 1998; 79: 247–52

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