Inelastic dynamic analysis of mulri-story plane frames.

Bakir, Ali Riza


Inelastic spectral analysis of stuctural systems under seismic excitation.
Diceleli, Murat; Department of Civil Engineering (1989)
Inelastic dynamic analysis of a capacitor center
Konkan, Yuksel; Yılmaz, Çetin; Department of Civil Engineering (1987)
Inelastic axial-flexure-shear coupling in a mixed formulation beam finite element
Sarıtaş, Afşin (2009-10-01)
In this paper a beam element that accounts for inelastic axial-flexure-shear coupling is presented. The mathematical model is derived from a three-field variational form. The finite element approximation for the beam uses shape functions for section forces that satisfy equilibrium and discontinuous section deformations along the beam. No approximation for the beam displacement field is necessary in the formulation. The coupling of the section forces is achieved through the numerical integration of an inelas...
Inelastic seismic response analysis and design of torsionally coupled systems
Kaatsız, Kaan; Sucuoğlu, Haluk; Department of Civil Engineering (2019)
Torsional coupling due to irregular placement of load resisting members and/or uneven mass distribution along a story plan is a very common phenomenon in structural systems. Unsymmetrical-plan buildings with stiffness and/or mass asymmetry behave considerably different compared to regular buildings when they are subjected to earthquake-induced forces. Modern earthquake resistant design related code provisions that employ capacity design principles aim to achieve a certain amount of ductility in the structur...
Inelastic Modeling of Reinforced Concrete Beam-to-Column Connections
Burak Bakır, Burcu (null; 2012-10-17)
Citation Formats
A. R. Bakir, “Inelastic dynamic analysis of mulri-story plane frames.,” Middle East Technical University, 1985.