NEHRP Clearinghouse

Title
General Purpose Program for Inelastic Analysis of RC and Steel Building Systems for 3D Static and Dynamic Loads and Seismic Excitations. INRESB-3D-SUPII. Program Listing for Supercomputer.
File
PB97123616.pdf
Author(s)
Cheng, F. Y.; Ger, J. F.; Li, D.; Yang, J. S.
Source
National Science Foundation, Arlington, VA., August 1996, 121 p.
Identifying Number(s)
STRUCTURAL SER-96-4
Abstract
INRESB-3-D-SUPII (supercomputer version) is a general purpose program written in FORTRAN and containing about 32,500 statements. IRESB-3D-SUPII is suitable for analyzing elastic and inelastic building systems subject to static loads, dynamic forces, multi-component earthquake motion, and pseudo-static cyclic loads. Also, the program is capable of calculating inelastic post-buckling behavior of steel members and systems, natural frequency, and spectral response analysis. A joint-based system is used to define the geometry of a structure. Structural members may be elastic 3D prismatic beams, nonlinear reinforced concrete shear walls, nonlinear springs, inelastic 3D-beam-column elements, finite-segment elements, and nonlinear bracing elements.
Keywords
; Seismic design; FORTRAN; Dynamic loads; Static loads; Steel structures; Buildings; Earthquake engineering; Subroutines; Computer programs