NEHRP Clearinghouse

Title
General Purpose Program for Inelastic Analysis of RC and Steel Building Systems for 3D Static and Dynamic Loads and Seismic Excitations (Based on Supercomputer and PC). INRESB-3D-SUPII. User's Manual.
File
PB97123624.pdf
Author(s)
Cheng, F. Y.; Ger, J. F.; Li, D.; Yang, J. S.
Source
National Science Foundation, Arlington, VA., August 1996, 258 p.
Identifying Number(s)
STRUCTURAL SER-96-3
Abstract
The report was prepared as a user's guide to the computer program INRESB-3D-SUPII for analyzing elastic and inelastic building systems subject to static loading, multi-component earthquake motion, and pseudo-static cyclic loading. Additionally, the program is capable of calculating inelastic post-buckling behavior of steel members and systems, natural frequency, and response spectrum. 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 3-D-beam-column elements, finite-segment elements, and nonlinear bracing elements.
Keywords
Seismic design; FORTRAN; Damping; Buildings; Earthquake engineering; Dynamic structural analysis; Hysteresis; Cyclic loads; Supercomputers; User manuals (Computer programs)