NEHRP Clearinghouse

displaying 1 - 3 results in total 3

  • ['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: Italy; Failure (Mechanics); Seismic waves; Unreinforced masonry buildings; Photographs; Mathematical models; United States; Buildings; Earthquake engineering; Rehabilitation; Hazards; Meetings; Safety; Historic buidings; International cooperation; Case studies; Architectural design

  • ['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: Stress distribution; Stress intensity factors; Seismic design; Moments; Steel structures; Stress analysis; Structural members; Stress-strain relationships; Strain (Mechanics); Failure (Mechanics); Structural vibration; Cracking (Fracturing); Construction joints; Dynamic response; Finite element analysis; Earthquake engineering; Northridge earthquake; Mechanical properties; Dynamic structural analysis

  • ['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: ; Seismic design; Columns (Supports); Welds; Loads (Forces); Structural members; Failure analysis; Failure (Mechanics); Beams (Structural); Load distribution; Structural steels; Building codes; Seismic effects; Earthquake resistance; Brittleness; Joints (Junctions); Earthquake engineering; Structural response; Dynamic structural analysis