Title: A Numerical Procedure for the Determination of the Behavior of a Shear Wall Frame System

Author(s): O. Yuzugullu and W. C. Schnobrich

Publication: Journal Proceedings

Volume: 70

Issue: 7

Appears on pages(s): 474-479

Keywords: cracking (fracturing) ; finite difference theory: frames: loads (forces): numerical analysis; reinforced concrete: shear walls: stresses; structural analysis; structural design.

DOI: 10.14359/11225

Date: 7/1/1973

Abstract:
Modifications to the finite element method are described which allow the estimation of the load carrying characteristics of a reinforced concrete shear wall frame system. Cracking of the concrete is taken into account by a modification of the stiffness properties of the affected elements. Nonlinear behavior of concrete is approximated by classical plasticity theory.