NEHRP Clearinghouse
displaying 71 - 80 results in total 140
['Rodriguez-Gomez, S.', 'Chung, Y. S.', 'Meyer, C.']
SARCF-II User's Guide Seismic Analysis of Reinforced Concrete Frames.
National Science Foundation, Washington, DC., September 30, 1990, 96 p.
Identifying Number(s): NCEER-90-0027
Keywords: Earthquake resistant structures; Reinforced concrete; Framed structures; Damage; Beams (Supports); Columns (Supports); SARCF-II computer program; Computer applications; Hysteresis; User manuals (Computer programs); Design criteria; Structural analysis['Rodriguez-Gomez, S.', 'Cakmak, A. S.']
Evaluation of Seismic Damage Indices for Reinforced Concrete Structures.
National Science Foundation, Washington, DC., September 30, 1990, 102 p.
Identifying Number(s): NCEER-90-0022
Keywords: Damage assessment; Earthquake resistant structures; Reinforced concrete; Framed structures; Computerized simulation; SARCF-II computer program; Buildings; Drift; Softening; Ductility; Structural analysis['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['Uang, C. M.', 'Bertero, V. V.']
Use of Energy as a Design Criterion in Earthquake-Resistant Design.
National Science Foundation, Washington, DC., November 1988, 57 p.
Identifying Number(s): UCB/EERC-88/18
Keywords: ; Earthquake resistant structures; Beams (Supports); Seismic waves; Structural vibration; Mathematical models; Walls; Dynamic response; Energy methods; Earthquake engineering; Earthquakes; Energy dissipation; Ductility; Design criteria; Structural analysis['Filippou, F. C.', 'Issa, A.']
Nonlinear Analysis of Reinforced Concrete Frames under Cyclic Load Reversals.
National Science Foundation, Washington, DC., September 1988, 134 p.
Identifying Number(s): UCB/EERC-88/12
Keywords: ; Earthquake resistant structures; Reinforced concrete; Deformation; Columns (Supports); Structural vibration; Mathematical models; Frames; Cyclic loads; Nonlinear systems; Structural members; Structural analysis['Allahabadi, R.', 'Powell, G. H.']
DRAIN-2DX User Guide.
National Science Foundation, Washington, DC., March 1988, 262 p.
Identifying Number(s): UCB/EERC-88/06
Keywords: Dynamic loads; Elastic analysis; Dynamic response; Energy methods; Earthquake engineering; DRAIN-2DX computer program; Dynamic structural analysis; Displacement; Stiffness; User manuals (Computer programs); Plastic analysis; Static structural analysis; Loads (Forces); Structural members; Frequencies; 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['Nader, M. N.', 'Astaneh-Asl, A.']
Experimental Studies of a Single Story Steel Structure with Fixed, Semi-Rigid and Flexible Connections.
National Science Foundation, Washington, DC., August 1989, 217 p.
Identifying Number(s): UCB/EERC-89/15
Keywords: ; Structural vibration; Steel structures; Experimental data; Seismic waves; Mathematical models; Test facilities; Vibration; Dynamic tests; Dynamic response; Joints (Junctions); Earthquake engineering; Connectors; Loads (Forces); Structural members; Earthquakes; Structural analysis['Deierlein, G. G.', 'Hsieh, S. H.', 'Shen, Y. J.', 'Abel, J. F.']
Nonlinear Analysis of Steel Frames with Semi-Rigid Connections Using the Capacity Spectrum Method.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., July 2, 1991, 92 p.
Keywords: Finite element method; Framed structures; Structural vibration; Capacity Spectrum Method; Steel structures; Moments; Seismic waves; Loads (Forces); Dynamic response; Joints (Junctions); Earthquake engineering; Elastic properties; Case studies; Nonlinear systems; Structural members; Structural analysis