NEHRP Clearinghouse
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Lizundia, B.; Holmes, W. T.; Longstreth, M.; Kren, A.; Abrams, D. P.
Development of Procedures to Enhance the Performance of Rehabilitated URM Buildings.
National Inst. of Standards and Technology (BFRL), Gaithersburg, MD., August 1997, 110 p.
Keywords: Damage assessment; Seismic design; Construction materials; Earthquake damage; Anchors (Structural); Design criteria; Cost estimation; Holes (Openings); Retrofitting; Epoxies; Buildings; Cost effectiveness; Earthquake engineering; Ground motion; Cost benefit analysis; Dynamic structural analysis; Grouts; Stiffening; Earthquake resistant structures; Unreinforced masonry; Bracing; URM (Unreinforced Masonry)Lizundia, B.; Holmes, W. T.; Longstreth, M.; Kren, A.; Abrams, D. P.
Development of Procedures to Enhance the Performance of Rehabilitated URM Buildings. Appendices.
National Inst. of Standards and Technology (BFRL), Gaithersburg, MD., August 1997, 370 p.
Keywords: Damage assessment; Seismic design; Construction materials; Earthquake damage; Anchors (Structural); Design criteria; Cost estimation; Holes (Openings); Retrofitting; Epoxies; Buildings; Cost effectiveness; Earthquake engineering; Ground motion; Cost benefit analysis; Dynamic structural analysis; Grouts; Stiffening; Earthquake resistant structures; Unreinforced masonry; Bracing; URM (Unreinforced Masonry)Wen, Y. K.; Hwang, H.; Shinozuka, M.
Development of Reliability-Based Design Criteria for Building under Seismic Load.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., August 1, 1994, 176 p.
Identifying Number(s): NCEER-94-0023
Keywords: Reliability analysis; Building codes; Buildings; Earthquake resistant structures; Earthquake engineering; Structural design; Structural engineering; Reliability-based design; Design criteria; Probability; Displacement; Mathematical models; Dynamic loads; Structural analysis; Nonlinear systemsKesner, K.; Billington, S. L.
Development of Seismic Strengthening and Retrofit Strategies for Critical Facilities Using Engineered Cementitious Composite Materials.
National Science Foundation, Washington, DC., cAugust 29, 2005, 234 p.
Identifying Number(s): MCEER-05-0007
Keywords: Energy dissipation; Steel frames; Laboratory tests; Panel geometries; Infill panel system; Cementitious composite; Finite-element simulations; Multidisciplinary Center for Earthquake Engineering Research (MCEER); Strength; Stiffness; Connection tests; Seismic retrofit system; Engineered Cementitious Composite (ECC); Critical facilitiesDermitzakis, S. N.; Mahin, S. A.
Development of Substructuring Techniques for On-Line Computer Controlled Seismic Performance Testing.
National Science Foundation, Washington, DC., February 1985, 162 p.
Identifying Number(s): UCB/EERC-85/04
Keywords: Seismic waves; Performance tests; Earthquake engineering; Simulation; Structural engineeringEllingwood, B.; Galambos, T. V.; MacGregor, J. G.; Cornell, C. A.
Development of a Probability Based Load Criterion for American National Standard A58, Building Code Requirements for Minimum Design Loads in Buildings and Other Structures.
June 1980, 232 p.
Identifying Number(s): NBS-SP-577
Keywords: Building codes; Static loads; Computer programs; Specifications; Aerodynamic loads; Probability density functions; UNIVAC-1108 computers; Fortran; Construction materials; Dynamic loads; DesignDavoodi, H.; Noori, M.
Development of an Approximation Technique for the Nonlinear Random Vibration Analysis of Hysteretic Systems.
National Science Foundation, Washington, DC. Directorate for Engineering., January 1989, 301 p.
Identifying Number(s): WPI/ME/RANVIB-89126
Keywords: ; Dynamic response; Performance evaluation; Durability; Earthquake resistant structures; Hysteresis; Loads (Forces); Vibration; Tolerances (Mechanics); Mechanical properties; Dynamic structural analysisKrstelj, I.; Prevost, J. H.
Development of an Earthquake Motion Simulator and Its Application in Dynamic Centrifuge Testing.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., October 23, 1993, 212 p.
Keywords: ; Ground motion; Tests; Earthquake engineering; Simulation; Geotechnical engineering; Centrifugal force; Mathematical modelsKamil, H.
Development of an Expert System for Earthquake-Resistant Design of Structures. SBIR-Phase 1. Final Report.
National Science Foundation, Washington, DC., July 31, 1987, 87 p.
Identifying Number(s): SAT-370.01
Keywords: Ultimate strength; Buildings; Elastic properties; Earthquake engineering; Earthquake resistant structures; Structural design; Mechanical properties; Soil mechanics; Architecture; Expert systems; Dynamic structural analysisIgarashi, A.; Seible, F.; Hegemier, G. A.
Development of the Generated Sequential Displacement Procedure and the Simulated Seismic Testing of the TCCMAR 3-Story In-Plane Walls.
National Science Foundation, Arlington, VA., June 1993, 118 p.
Keywords: Damage assessment; Walls; Japan; Earthquake damage; Moments; Degrees of freedom; Algorithms; Structural vibrations; Buildings; Earthquake engineering; Displacement; Deformation; Dynamic structural analysis; Dynamic response; Masonry buildings; Earthquake resistant structures; USA; Loads (Forces); Masonry; Generated Sequential Displacement Test Method; Structural gailure; International cooperation