NEHRP Clearinghouse
displaying 31 - 40 results in total 41
['Segal, D.', 'Hall, W. J.']
Experimental Seismic Investigation of Appendages in Structures.
National Science Foundation, Washington, DC., May 1989, 280 p.
Identifying Number(s): ['UILU-ENG-89-2002', 'STRUCTURAL RESEARCH SER-545']
Keywords: Lighting equipment; Earthquake resistant structures; Seismic effect; Vibration; Dynamic response; Ground motion; Earthquake engineering; Stresses; Elastic properties; Ductility; Earthquakes['Corazao, M.', 'Durrani, A. J.']
Repair and Strengthening of Beam-to-Column Connections Subjected to Earthquake Loading.
National Science Foundation, Washington, DC., February 28, 1989, 119 p.
Identifying Number(s): NCEER-89-0013
Keywords: Earthquake resistant structures; Beams (Supports); Reinforced concrete; Columns (Supports); Structural design; Graphs (Charts); Elastic properties; Earthquakes engineering; Loads (Forces); Ductility; Mechanical properties; Dynamic structural analysis['Kunnath, S. K.', 'Reinhorn, A. M.']
Inelastic Three-Dimensional Response Analysis of Reinforced Concrete Building Structures (IDARC-3D). Part 1. Modeling.
National Science Foundation, Washington, DC., April 17, 1989, 150 p.
Identifying Number(s): NCEER-89-0011
Keywords: Earthquake resistant structures; Deformation; Computerized simulation; Flexibility; Static tests; Dynamic response; Bending; dentifiers: Earthquake engineering; Hysteresis; Elastic properties; Loads (Forces); Mechanical properties; Dynamic structural analysis['Cheng, F. Y.', 'Mertz, G. E.']
Inelastic Seismic Response of Reinforced-Concrete Low-Rise Shear Walls and Building Structures.
National Science Foundation, Washington, DC., October 1989, 445 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-89-30
Keywords: Earthquake resistant structures; Deformation; Walls; Shear properties; Dynamic response; Graphs (Charts); Earthquake engineering; Axial loads; Shear strain; Hysteresis; Elastic properties; Bend moments; Dynamic structural analysis['Cheng, F. Y.', 'Mertz, G. E.']
Computer Program for Inelastic Analysis of 3-Dimensional Reinforced-Concrete and Steel Seismic Buildings.
National Science Foundation, Washington, DC., October 1989, 200 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-89-31
Keywords: Earthquake resistant structures; Static loads; Reinforced concrete; Dynamic response; Earthquake engineering; Shear strength; Hysteresis; Elastic properties; Computer programs; Stress analysis; Mechanical properties; Structural analysis['Ibrahim, Y.', 'Grigouiu, M.', 'Soong, T. T.']
Random Vibration and Reliability Analysis of Primary-Secondary Structural Systems.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., November 10, 1989, 76 p.
Keywords: Earthquake resistant structures; Failure; Vibration; Flexural strength; Dynamic response; Earthquake engineering; Fatigue (Materials); Stiffness; Elastic properties; Hysteresis; Mechanical properties; Dynamic structural analysisKamil, 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: Earthquake resistant structures; Architecture; Expert systems; Structural design; Buildings; Earthquake engineering; Elastic properties; Ultimate strength; Soil mechanics; Mechanical properties; Dynamic structural analysis['Bruneau, N.', 'Mahin, S. A.']
Inelastic Seismic Response of Structures with Mass or Stiffness Eccentricities in Plan.
National Science Foundation, Washington, DC., September 1987, 316 p.
Identifying Number(s): UCB/EERC-87/12
Keywords: Structural engineering; Earthquake resistant structures; Structural vibration; Seismic waves; Vibration; Earthquake damage; Dynamic response; Stiffness; Elastic properties; Displacement; Nonlinear systems; Ductility; EarthquakesEarthquake 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['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