NEHRP Clearinghouse

displaying 1 - 10 results in total 12

  • Kaba, S. A.; Mahin, S. A.
    Interactive Computer Analysis Methods for Predicting the Inelastic Cyclic Behaviour of Structural Sections.
    National Science Foundation, Washington, DC., July 1983, 115 p.
    Identifying Number(s): UCB/EERC-83/18
    Keywords: Prestressed concrete; Reinforced concrete; Loads (Forces); Interactive systems; Earthquake engineering; Microcomputers; Bending moments; Computer aided analysis; Cyclic loads; Structural steels; Mechanical hystereses

  • Roeder, C. W.
    Use of Thermal Stress for Seismic Damage Repair.
    National Science Foundation, Washington, DC. Directorate for Engineering., October 1985, 159 p.
    Keywords: ; Steel construction; Maintenance; Damage; Structural steels; Thermal stresses; Plastic deformation; Earthquakes

  • Earthquake Engineering Research at Berkeley, 1988.
    National Science Foundation, Washington, DC., November 1988, 203 p.
    Identifying Number(s): UCB/EERC-88/17
    Keywords: Seismic waves; Damage; Pitch; Damping; Mathematical models; Hazards; Ductility; Soil structure; Earthquake resistant structures; Buildings; Meetings; Structural steels; Design criteria; Seiders; Friction; Gravity dams; Dynamic response; Elastic properties; Hi-rise buildings; Interactions; Earthquakes

  • Astaneh-Asl, A.; Nader, M. N.
    Cyclic Behavior of Steel Double Angle Connections.
    URS/John A. Blume and Associates, San Francisco, CA., January 1988, 82 p.
    Identifying Number(s): UCB/EERC-88/03
    Keywords: ; Test facilities; Fatigue life; Structural analysis; Fatigue strength at N cycles; Connectors; Structural steels; Stress cycle; Loads (Forces); Structural members; Mechanical properties; Fatigue (Materials)

  • Khatib, I. F.; Mahin, S. A.; Pister, K. S.
    Seismic Behavior of Concentrically Braced Steel Frames.
    National Science Foundation, Washington, DC., January 1988, 238 p.
    Identifying Number(s): UCB/EERC-88/01
    Keywords: ; Steel construction; Framed structures; Seismic waves; Steel structures; Structural vibration; Frames; Dynamic response; Reinforcement (Structural); Earthquake engineering; Energy dissipation; Structural steels; Loads (Forces); Structural members; Structural analysis

  • Whittaker, A. S.; Uang, C. M.; Bertero, V. V.
    Experimental Study of the Behavior of Dual Steel Systems. U.S.-Japan Cooperative Earthquake Research Program.
    National Science Foundation, Washington, DC., July 1990, 352 p.
    Identifying Number(s): UCB/EERC-88/14
    Keywords: ; Simulators; Earthquake resistant structures; Structural vibration; Steel structures; Seismic waves; Models; Mathematical models; Earthquake damage; Dynamic response; Earthquake engineering; Strength; Structural steels; Stiffness; Structural members; Earthquakes; Structural analysis

  • Tsai, K. C.; Popov, E. P.
    Steel Beam-Column Joints in Seismic Moment Resisting Frames.
    National Science Foundation, Washington, DC.; American Iron and Steel Inst., Washington, DC., November 1988, 452 p.
    Identifying Number(s): UCB/EERC-88/19
    Keywords: ; Fracturing; Reinforcing; Earthquake resistant structures; Beams (Supports); Moments; Columns (Supports); Frames; Loads (Forces); Dynamic response; Joints (Junctions); Earthquake engineering; Shear stress; Structural steels; Stiffness; Nonlinear systems; Structural members; Fractures (Materials)

  • Chai, Y. H.; Priestley, M. J. N.; Seible, F.
    Flexural Retrofit of Circular Reinforced Concrete Bridge Columns by Steel Jacketing. Experimental Studies.
    California State Dept. of Transportation, Sacramento. Office of Structures Design.; California State Business and Transportation Agency, Los Angeles.; Federal Highway Administration, Sacramento, CA. California Div.; National Science Foundation, Arlington, VA., October 1991, 172 p.
    Identifying Number(s): UCSD/SSRP-91/06
    Keywords: ; Reinforced concrete; Columns (Supports); Deflection; Bridge maintenance; Design analysis; Ductility; Earthquake resistant structures; Retrofitting; Earthquake damage; Buckling; Highway bridges; Structural steels; Circular bodies; Bridge design; Highway maintenance; Structural analysis; Reinforcing materials; Flexural strength; Earthquake engineering; Bending moments; Reinforcement (Structures)

  • 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

  • Chai, Y. H.; Priestley, M. J. N.; Seible, F.
    Flexural Retrofit of Circular Reinforced Bridge Columns by Steel Jacketing. COLRET: A Computer Program for Strength and Ductility Calculation.
    California State Dept. of Transportation, Sacramento. Office of Structures Design.; California State Business and Transportation Agency, Los Angeles.; Federal Highway Administration, Sacramento, CA. California Div.; National Science Foundation, Arlington, VA., October 1991, 152 p.
    Identifying Number(s): UCSD/SSRP-91/05
    Keywords: Reinforced concrete; Columns (Supports); COLRET computer program; Deflection; Bridge maintenance; Design analysis; Highway bridge; Ductility; Earthquake resistant structures; Retrofitting; Earthquake damage; Buckling; Circular bodies; Structural steels; Bridge design; Highway maintenance; Reinforcing materials; Flexural strength; Computer programs; Reinforcement (Structures)