NEHRP Clearinghouse

displaying 21 - 30 results in total 50

  • Shome, N.; Cornell, C. A.
    Probabilistic Seismic Demand Analysis of Nonlinear Structures.
    National Science Foundation, Arlington, VA., March 1999, 332 p.
    Identifying Number(s): RMS-35
    Keywords: Damage; Probabilistic Seismic Demand Analysis (PSDA); Ground motion; Lateral force; Pushover analysis; Seismic design; Nonlinear-static analysis; Lateral pressure; Earthquakes; Multi-degree-of-freedom structures; Structural analysis; MDOF structures; Nonlinear systems

  • Taylor, A. W.; Kuo, C.; Wellenius, K.; Chung, D.
    Summary of Cyclic Lateral Load Tests on Rectangular Reinforced Concrete Columns.
    Federal Highway Administration, McLean, VA. Structures Div.; National Center for Earthquake Engineering Research, Buffalo, NY.; California State Dept. of Transportation, Marysville., January 1997, 106 p.
    Identifying Number(s): NISTIR-5984
    Keywords: ; Tests; Earthquake engineering; Lateral pressure; Reinforced concrete; Columns (Supports); Japan; Cyclic loads; North America; New Zealand

  • Weidlinger, P.; Ettouney, M. M.
    Seismic Behavior of Flat Slab High-Rise Buildings in the New York City Area.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., October 15, 1988, 70 p.
    Keywords: Dynamic response; Damping; Skyscrapers; Earthquake engineering; Earthquake resistant structures; Loads (Forces); Lateral pressure; Structural design; Residential buildings; Wind pressure; Wind shear; Ductility

  • Al-Tayyib, A. H. J.
    Geometrically Nonlinear Analysis of Rectangular Glass Plates by the Finite Element Method.
    National Science Foundation, Washington, DC. Engineering and Applied Science., May 1980, 161 p.
    Identifying Number(s): TTU/IDR-50D
    Keywords: Earthquake engineering; Loads (Forces); Plate glass; Lateral pressure; Finite element analysis; Window glass; Sheet glass; Wind pressure; Glass strength; Mathematical models

  • Kagawa, T.
    Seismic Soil-Pile-Structure Interaction, Pile Groups.
    National Science Foundation, Washington, DC., August 1981, 86 p.
    Keywords: Soil pile interactions; Dynamic response; Earthquake engineering; Pile structures; Earthquake resistant structures; Earthquakes; Soils; Lateral pressure; Computer applications; Soil dynamics; Pile foundations

  • Stone, W. C.; Taylor, A. W.
    Seismic Performance of Circular Bridge Columns Designed in Accordance with AASHTO/CALTRANS Standards.
    Federal Highway Administration, McLean, VA., February 1993, 133 p.
    Identifying Number(s): NIST/BSS-170
    Keywords: Earthquake damage; Earthquake resistant structures; Circular bridge columns; Hysteresis; Reinforcement (Structures); Seismic design; Spiral reinforcement; Lateral pressure; Earthquake engineering; Reinforced concrete; Failure modes; Bridge design; Columns (Supports); Dynamic loads; Cyclic loads; Bridges (Structures); Standards; Dynamic structural analysis

  • Porter, M. L.; Sabri, A. A.
    Plank Diaphragm Characteristics.
    National Science Foundation, Washington, DC., July 1990, 238 p.
    Identifying Number(s): REPT-5.1-1
    Keywords: ; Prestressed concrete; Buildings; Earthquake engineering; Masonry; Lateral pressure; Seismic design; Diaphragms (Mechanics); Concrete slabs

  • Jiang, Y.; Saiide, M.; O'Connor, D. N.
    Behavior, Design, and Retrofit of Reinforced Concrete One-Way Bridge Column Hinges.
    National Science Foundation, Washington, DC., March 1993, 196 p.
    Identifying Number(s): CCEER-93-1
    Keywords: ; Hinges; Earthquake engineering; Loads (Forces); Axial strain; Seismic design; Lateral pressure; Bridge piers; Reinforced concrete; Mathematical models

  • De la Llera, J. C.; Chopra, A. K.
    Evaluation of Code Accidental-Torsion Provisions Using Earthquake Records from Three Nominally Symmetric-Plan Buildings.
    National Science Foundation, Washington, DC.; California Strong Motion Instrumentation Program, Sacramento., July 1992, 170 p.
    Identifying Number(s): UCB/EERC-92/09
    Keywords: ; Building codes; Earthquake engineering; Lateral pressure; Seismic design; Torsion; Office buildings; California; Design standards; Structural analysis

  • Filiatrault, A.; Wanitkorkul, A.; Constantinou, M.
    Development and Appraisal of a Numerical Cyclic Loading Protocol for Quantifying Building System Performance.
    Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC.; Federal Emergency Management Agency, Washington, DC., April 27, 2008, 142 p.
    Identifying Number(s): MCEER-08-0013
    Keywords: ; Performance evaluation; Buildings; Earthquake engineering; Loads (Forces); Seismic design; Lateral pressure; Vibration damping; Methodology; Structural analysis