NEHRP Clearinghouse
displaying 1 - 10 results in
total 41
McCabe, S. L.; Hall, W. J.
Evaluation of Structural Response and Damage Resulting from Earthquake Ground Motion.
National Science Foundation, Washington, DC., September 1987, 294 p.
Identifying Number(s): ['UILU-ENG-87-2009', 'STRUCTURAL RESEARCH SER-538']
Keywords: ; Ductility; Dynamic response; Elastic properties; Earthquake resistant structures; Hysteresis; Fatigue (Materials); Earthquakes; Earth movements; Seismic wavesCheng, 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: Dynamic response; Bend moments; Elastic properties; Earthquake engineering; Earthquake resistant structures; Axial loads; Hysteresis; Graphs (Charts); Shear properties; Walls; Shear strain; Deformation; Dynamic structural analysisMizuno, E.; Chen, W. F.
Plasticity Models for Soils. Part I: Theory and Calibration. Part II: Comparison and Discussion.
National Science Foundation, Washington, DC. Engineering and Applied Science., July 1980, 74 p.
Identifying Number(s): CE-STR-80-12
Keywords: Tensile properties; Elastic properties; Earthquake engineering; Soil properties; Plastic properties; Soil mechanics; Stress strain diagramsSehayek, S.
Effect of Ductility on Response Spectra for Elasto-Plastic Systems.
National Science Foundation, Washington, DC. Engineering and Applied Science., September 1976, 96 p.
Identifying Number(s): R76-42
Keywords: Dynamic response; Buildings; Elastic properties; Earthquake engineering; Earthquake resistant structures; Earthquakes; Structural design; Dynamic structural analysisPowell, G. H.; Row, D. G.
Influence of Design and Analysis Assumptions on Computed Inelastic Response of Moderately Tall Frames.
National Science Foundation, Washington, D.C., April 1976, 116 p.
Identifying Number(s): EERC-76-11
Keywords: Ground motion; Buildings; Elastic properties; Earthquake engineering; Beams (Supports); Earthquakes; Reinforced concrete; Earth movements; Design criteria; Columns (Supports); 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: Ultimate strength; Buildings; Elastic properties; Earthquake engineering; Earthquake resistant structures; Structural design; Mechanical properties; Soil mechanics; Architecture; Expert systems; Dynamic structural analysisDeierlein, 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: Dynamic response; Steel structures; Earthquake engineering; Case studies; Loads (Forces); Elastic properties; Structural vibration; Joints (Junctions); Finite element method; Structural members; Moments; Capacity Spectrum Method; Structural analysis; Framed structures; Nonlinear systems; Seismic wavesLin, J.; Mahin, S. A.
Effect of Inelastic Behavior on the Analysis and Design of Earthquake Resistant Structures.
National Science Foundation, Washington, DC., June 1985, 164 p.
Identifying Number(s): UCB/EERC-85/08
Keywords: Damage; Ground motion; Damping; Elastic properties; Earthquake engineering; Earthquake resistant structures; Evaluation; Viscosity; DesignCheng, F. Y.; Kitipitayangkul, P.
Investigation of the Effect of 3-D Parametric Earthquake Motions on Stability of Elastic and Inelastic Building Systems. Report No. 1.
National Science Foundation, Washington, DC. Engineering and Applied Science., August 1979, 396 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-79-10
Keywords: Floors; Computer programming; Buildings; Elastic properties; Earthquake engineering; Earthquake resistant structures; Mechanical hysteresis; Earthquakes; Walls; INRESB-3D computer program; Stiffness methods; Dynamic structural analysisSaleeb, A. F.; Chen, W. F.
Nonlinear Hyperelastic (Green) Constitutive Models for Soils. Part I: Theory and Calibration. Part II: Predictions and Comparisons.
National Science Foundation, Washington, DC. Engineering and Applied Science., July 1980, 75 p.
Identifying Number(s): CE-STR-80-9
Keywords: Clay soils; Elastic properties; Earthquake engineering; Stress analysis; Finite element analysis; Soil properties; Soil mechanics; Stress strain diagrams