NEHRP Clearinghouse

displaying 1 - 3 results in total 3

  • Yang, T. S.; Popov, E. P.
    Behavior of Pre-Northridge Moment Resisting Steel Connections.
    National Science Foundation, Arlington, VA.; American Inst. of Steel Construction, Chicago, IL., August 1995, 74 p.
    Identifying Number(s): UCB/EERC-95/08
    Keywords: Dynamic response; Stress intensity factors; Stress-strain relationships; Strain (Mechanics); Steel structures; Earthquake engineering; Cracking (Fracturing); Stress analysis; Failure (Mechanics); Structural vibration; Seismic design; Mechanical properties; Finite element analysis; Structural members; Northridge earthquake; Moments; Stress distribution; Construction joints; Dynamic structural analysis

  • Abrams, D. P.; Calvi, G. M.
    Proceedings of the U.S.-Italy Workshop on Guidelines for Seismic Evaluation and Rehabilitation of Unreinforced Masonry Buildings. Held in Pavia, Italy on June 22-24, 1994.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., July 20, 1994, 300 p.
    Keywords: International cooperation; Rehabilitation; Hazards; Buildings; Earthquake engineering; Failure (Mechanics); Meetings; Case studies; Unreinforced masonry buildings; Architectural design; Safety; Italy; Photographs; Mathematical models; Historic buidings; United States; Seismic waves

  • Blackman, B.; Popov, E. P.
    Studies in Steel Moment Resisting Beam-to-Column Connections for Seismic-Resistant Design.
    National Science Foundation, Arlington, VA.; American Inst. of Steel Construction, Chicago, IL., October 1995, 158 p.
    Identifying Number(s): UCB/EERC-95/11
    Keywords: ; Earthquake resistance; Load distribution; Building codes; Earthquake engineering; Failure (Mechanics); Loads (Forces); Seismic design; Welds; Joints (Junctions); Brittleness; Structural steels; Failure analysis; Seismic effects; Structural members; Structural response; Columns (Supports); Beams (Structural); Dynamic structural analysis