NEHRP Clearinghouse

displaying 1 - 4 results in total 4

  • Nagarajaiah, S.; Reinhorn, A. M.; Constantinou, M. C.
    Nonlinear Dynamic Analysis of Three-Dimensional Base Isolated Structures (3D-BASIS).
    National Science Foundation, Washington, DC., August 3, 1989, 132 p.
    Identifying Number(s): NCEER-89-0019
    Keywords: Dynamic response; Ground motion; Buildings; Earthquake engineering; Earthquake resistant structures; Base isolation; 3D-BASIS computer program; Seismic effects; Nonlinear analysis; Mathematical models

  • Tsopelas, P. C.; Nagarajaiah, S.; Constantinou, M. C.; Reinhorn, A. M.
    3D-BASIS-M: Nonlinear Dynamic Analysis of Multiple Building Base Isolated Structures.
    National Science Foundation, Washington, DC., May 28, 1991, 192 p.
    Identifying Number(s): NCEER-91-0014
    Keywords: Bearings; Vibration isolators; Earthquake resistant structures; Earthquake engineering; Structural vibration; Vibration damping; Stiffness; 3D-BASIS-M computer program; Displacement; Mathematical models; Nonlinear systems; Dynamic structural analysis

  • Nagarajaiah, S.; Li, C.; Reinhorn, A. M.; Constantinou, M. C.
    3D-BASIS-TABS: Computer Program for Nonlinear Dynamic Analysis of Three Dimensional Base Isolated Structures.
    National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., August 2, 1993, 192 p.
    Identifying Number(s): NCEER-93-0011
    Keywords: ; Buildings; Computer programs; Earthquake engineering; Three dimensional display systems; Dynamic structural analysis

  • Reinhorn, A. M.; Nagarajaiah, S.; Constantinou, M. C.; Tsopelas, P.; Li, R.
    3D-BASIS-TABS: Version 2.0 Computer Program for Nonlinear Dynamic Analysis of Three Dimensional Base Isolated Structures.
    National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., June 22, 1994, 170 p.
    Keywords: Dynamic response; Buildings; Vibration isolators; Earthquake resistant structures; Computer programs; Earthquake engineering; Bearings; Structural vibration; Vibration damping; 3D-BASIS-TABS computer program; Stiffness; Dynamic structural analysis