NEHRP Clearinghouse

displaying 1 - 10 results in total 68

  • Chalhoub, M. S.; Kelly, J. M.
    Theoretical and Experimental Studies of Cylindrical Water Tanks in Base Isolated Structures.
    National Science Foundation, Washington, DC., April 1988, 95 p.
    Identifying Number(s): UCB/EERC-88/07
    Keywords: ; Dynamic response; Bearings; Vibration isolators; Earthquake resistant structures; Steel structures; Earthquake engineering; Simulators; Structural vibration; Frequencies; Experimental data; Vibration damping; Water tanks; Mathematical models

  • Chang, K. C.; Yao, G. C.; Lee, G. C.; Hao, D. S.; Yeh, Y. C.
    Dynamic Characteristics of a Full-Size Five-Story Steel Structure and a 2/5 Scale Model.
    National Science Foundation, Washington, DC., July 2, 1991, 105 p.
    Identifying Number(s): NCEER-91-0011
    Keywords: Dynamic response; Earthquake damage; Design analysis; Steel structures; Earthquake engineering; Damage assessment; Prototypes; Stress analysis; Structural vibration; Foundations; Structural members; Model tests; Vibration tests; Framed structures; Shake Table Tests; Concrete slabs

  • Bertero, V. V.; Borcherdt, R.; Clark, P. W.; Dreger, D.; Filippou, F.; Foutch, D.; Gee, L.; Higashino, M.; Kono, S.; Lu, L. W.
    Seismological and Engineering Aspects of the 1995 Hyogoken-Nanbu (Kobe) Earthquake.
    National Science Foundation, Arlington, VA., November 1995, 268 p.
    Identifying Number(s): UCB/EERC-95/10
    Keywords: Damage assessment; Soil-structure interactions; Hyogokehn-Nanbu Earthquake; Earthquake damage; Steel structures; Rock mechanics; Wooden structures; Soil mechanics; Tectonics; Liquefaction; Ground motion; Geodetics; Reinforced concrete; Seismic effects; Geotechnical engineering; Honshu; Dynamic structural analysis; Dynamic response; Kobe (Japan); Seismic waves; Highway bridges; Structural vibration

  • Recommended Post-Earthquake Evaluation and Repair Criteria for Welded Steel Moment-Frame Buildings: Program to Reduce the Earthquake Hazards of Steel Moment-Frame Structures.
    Federal Emergency Management Agency, Washington, DC., July 2000, 202 p.
    Keywords: Damage assessment; Repair; Policy Guide to Steel Moment-Frame Construction (FEMA-354); Documents; Structures; Costs; Earthquake damage; Regulations; Steel structures; Quality control; Quality assurance; Earthquakes; Economics; FEMA (Federal Emergency Management Agency); Welded joints; Structural design criteria; Buildings; Building codes; Earthquake engineering; State of the art; Evaluation and assessments; Seismic effects; Safety; Recommendations

  • Cheng, F. Y.; Juang, D. S.
    ODSEWS-2D-II User's Manual. A Computer Program for Optimum Design of 2-Dimensional Steel Structures for Static, Seismic, and Wind Forces.
    National Science Foundation, Washington, DC., December 1985, 139 p.
    Identifying Number(s): CIVIL ENGINEERING STUDY-85-11
    Keywords: Building codes; Steel structures; Earthquake engineering; Computer programs; Static loads; ODSEWS-2D-II computer program; Seismic design; Frames; Wind loads; Bracing

  • Schiff, S. D.; Hall, W. J.; Foutch, D. A.
    Seismic Design Studies of Low-Rise Steel Frames.
    National Science Foundation, Washington, DC., August 1988, 239 p.
    Identifying Number(s): ['UIUC-ENG-88-2004', 'STRUCTURAL RESEARCH SER-541']
    Keywords: ; Performance evaluation; Building codes; Steel structures; Earthquake resistant structures; Graphs (Charts); Lateral pressure; Mechanical properties; Elastic analysis; Design standards; Dynamic loads; Ductility

  • Chrysostomou, C. Z.; Gergely, P.; Abel, J. F.
    Preliminary Studies of the Effects of Degrading Infill Walls on the Nonlinear Seismic Response of Steel Frames.
    National Science Foundation, Washington, DC., December 19, 1988, 100 p.
    Identifying Number(s): NCEER-88-0046
    Keywords: Seismic response; Steel structures; Earthquake engineering; Earthquake resistant structures; Loads (Forces); Lateral pressure; Infill walls; Structural analysis; Framed structures; Charts (Graphs); Nonlinear systems

  • Hong, S. T.; Whitman, R. V.
    Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas. Ductility Requirements of Multidegree Freedom Systems.
    National Science Foundation, Washington, DC. Engineering and Applied Science., June 1973, 39 p.
    Identifying Number(s): INTERNAL STUDY-35
    Keywords: Ground motion; Buildings; Time series analysis; Earthquake engineering; Earthquake resistant structures; Stress analysis; Ductility tests; Steel structures; Computer applications; Degrees of freedom; Graphic methods; Concrete structures; Tall buildings; Dynamic structural analysis

  • Cheng, F. Y.; ifuengfung, D.; Sheng, L. H.
    Optimum Design of Static, Earthquake, and Wind Steel Structures (ODSEWS-2D).
    National Science Foundation, Washington, DC. Div. of Problem-Focused Research Applications., January 1981, 314 p.
    Identifying Number(s): CIVIL ENGINEERING STUDY-81-10
    Keywords: Buildings; Steel structures; Earthquake engineering; Static loads; Building codes; IBM 370/168 computers; Seismic design; Earthquakes; Computer programs; ODSEWS computer program; Gust loads; Wind pressure; Dynamic loads; Dynamic structural analysis

  • Engelhardt, M. D.; Popov, E. P.
    Behavior of Long Links in Eccentrically Braced Frames.
    National Science Foundation, Washington, DC.; American Iron and Steel Inst., Washington, DC., January 1989, 415 p.
    Identifying Number(s): UCB/EERC-89/01
    Keywords: ; Dynamic response; Plastic analysis; Steel structures; Earthquake resistant structures; Earthquake engineering; Beams (Supports); Loads (Forces); Structural vibration; Seismic design; Frames; Test facilities; Structural members; Dynamic loads; Cyclic loads; Deformation; Shear stress; Bending moments