Stiffness For Linear Seismic Analysis Of Concrete Walls

A trilinear bending moment curvature model is used to develop a general method for determining the effective flexural stiffness of concrete walls for use in linear seismic analysis.

Stiffness for linear seismic analysis of concrete walls.

The method accounts for the initial section stiffness ecigprior to cracking and the retention of initial stiffness after cracking due to axial compression from gravity loads closing cracks. 5 appears on pages s. See for example blume et al. However this method presents its challenges including the following.

Empirical evidence suggests that the use of a large wall density and thus a large lateral stiffness has contributed to remarkable performance for these buildings following large earthquakes. Perry adebar ahmed m. Chapter to determine a linear flexural stiffness that can be used for the linear seismic analysis. Effective flexural stiffness for linear seismic analysis of concrete walls.

A test was conducted on a large scale model of a concrete. The appropriate stiffness for the linear analysis is an effective initial stiffness consistent with the bilin ear force deformation assumptions that were used to establish this traditional design approach. Modeling of concrete structural elements using linear analysis to extract a reasonable structural response typically involves modifying the stiffness of concrete structural elements. Design codes and seismic standards e g fema asce and aci provide factors to reduce stiffness to account for the effects of cracking in the analyses and design.

Effective stiffness is a function of the applied loading and detailing of the component. Stiffness is an important parameter for the seismic design of shear walls which is related to the shear force distribution of each wall member. Test of high rise core wall. The effective stiffness of a wall structure is determined by obtaining the linear.

Ibrahim and michael bryson publication. In chapter 2 having been validated against the experimental results in chapter 3 is used in this. A reduction factor is usually applied to the stiffness to account for the effect of cracking in linear analysis. However the basis for these stiffness reduction factors or stiffness expressions is not clearly presented in these standards and their applicability to nuclear plant elements could not be assessed nureg cr 6926.

A trilinear bending moment curvature model is used to develop a general method for determining the effective flexural stiffness of concrete walls for use in linear seismic analysis.