STRUCTURES SEMINAR

 

 

Department of Architectural Engineering/Department of Civil & Environmental Engineering

The Pennsylvania State University

 

 

April 25, 2000

 

 

“Three Dimensional Analysis of Precast Concrete Structures for Seismic Loading”

 

by

 

Serdar Astarlioglu

Graduate Student of

Civil & Environmental Engineering

Pennsylvania State University

 

 

ABSTRACT

 

 

In this presentation, a computer program (SNAPS-3D) being developed to perform nonlinear dynamic analysis of three-dimensional precast concrete building structures will be described. The finite element library consists of three-dimensional brick elements to model wall panels and horizontal diaphragm components, beam elements with plastic hinges to model coupling beams, and spring elements to model behavior of joints between panels and diaphragms. The spring elements are designed to model potential crushing, gap opening, and sliding.  Of particular interest is the performance of the joints at the interface between diaphragm and vertical wall panel elements. Truss elements are used to model vertical post-tensioning.