NEHRP Clearinghouse

displaying 1 - 3 results in total 3

  • Reinhorn, A. M.; Madan, A.; Valles, R. E.; Reichmann, Y.; Mander, J. B.
    Modeling of Masonry Infill Panels for Structural Analysis.
    National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., December 8, 1995, 86 p.
    Identifying Number(s): NCEER-95-0018
    Keywords: ; Dynamic response; Ground motion; Seismic waves; Static loads; Hysteresis; Cracking (Fracturing); Earthquake damage; Structural vibration; Mechanical properties; Seismic effects; Stiffness; Structural members; Nonlinear analysis; Concrete structures; Mathematical models; Cyclic loads; Seismic loads; Dynamic structural analysis

  • Valles, R. E.; Reinhorn, A. M.; Kunnath, S. K.; Li, C.; Madan, A.
    IDARC2D Version 4.0: A Computer Program for the Inelastic Damage Analysis of Buildings.
    National Science Foundation, Arlington, VA., June 3, 1996, 351 p.
    Identifying Number(s): NCEER-96-0010
    Keywords: Damage assessment; Computer programs; Walls; Inelastic stress; Panels; Earthquake damage; IDARC2D computer program; Connectors; Hysteresis; Vibration isolators; Columns (Supports); Computerized simulation; Bending; Buildings; Rigidity; Vibration damping; Seismic effects; Flexibility; Deformation; Framed structures; Nonlinear systems; Dynamic structural analysis; Structural vibration; Beams (Structural)

  • Reinhorn, A. M.; Roh, H.; Sivaselvan, M.; Kunnath, S. K.; Valles, R. E.; Madan, A.; Lobo, R.; Park, Y. J.
    IDARC2D Version 7.0: A Program for the Inelastic Damage Analysis of Structures (MCEER-09-0006).
    National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., July 28, 2009, 410 p.
    Identifying Number(s): MCEER-09-0006
    Keywords: ; Panels; Earthquake damage; Buildings; Computer programs; Connectors; Damage assessment; Structural vibration; Vibration damping; Walls; Seismic effects; Inelastic stress; Columns (Supports); Framed structures; Nonlinear systems; Beams (Structural); Dynamic structural analysis