NEHRP Clearinghouse
displaying 11 - 20 results in total 24
Zagajeski, S. W.; Bertero, V. V.
Optimum Inelastic Design of Seismic-Resistant Reinforced Concrete Frame Structures.
National Science Foundation, Washington, DC., January 1980, 122 p.
Identifying Number(s): UCB/EERC-80/03
Keywords: Seismic design; Earthquake resistant structures; Framed structures; Reinforced concrete; Elastic analysis; Ground motion; Earthquake engineering; Nonlinear programming; Computer aided design; Concrete construction; Design criteriaNau, J. M.; Hall, W. J.
An Evaluation of Scaling Methods for Earthquake Response Spectra.
National Science Foundation, Washington, DC., May 1982, 350 p.
Identifying Number(s): ['UILU-ENG-82-2007', 'SRS-499']
Keywords: Seismic design; Earthquake resistant structures; Spectral energy distribution; Seismology; Elastic analysis; Computer applications; Ground motion; Earthquake engineering; Earthquakes; Dynamic response; Frequency distribution; Scaling methods; Design criteriaIkeda, K.; Mahin, S. A.
Refined Physical Theory Model for Predicting the Seismic Behavior of Braced Steel Frames.
National Science Foundation, Washington, DC., July 1984, 196 p.
Identifying Number(s): UCB/EERC-84/12
Keywords: Predictions; Braces; Framed structures; Models; Steel structures; Seismic waves; Design; Elastic analysis; Dynamic response; Earthquake engineering; Theories; Offshore platforms; Tangent modulusFenves, G.; Chopra, A. K.
Simplified Analysis for Earthquake Resistant Design of Concrete Gravity Dams.
National Science Foundation, Washington, DC., June 1986, 160 p.
Identifying Number(s): UCB/EERC-85/10
Keywords: ; Design; Vibration; Sediments; Gravity dams; Monoliths; Dynamic response; Elastic analysis; Earthquakes; Safety; Reservoir; Rocks; Mechanical propertiesShahrooz, B. M.; Moehle, J. P.
Experimental Study of Seismic Response of R.C. Setback Buildings.
National Science Foundation, Washington, DC., October 1987, 362 p.
Identifying Number(s): UCB/EERC-87/16
Keywords: Building codes; Earthquake resistant structures; Reinforced concrete; Models; Vibration tests; Elastic analysis; Static tests; Earthquake engineering; Seismic effects; Dynamic structural analysisSchiff, 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: ; Earthquake resistant structures; Dynamic loads; Steel structures; Ductility; Elastic analysis; Performance evaluation; Design standards; Graphs (Charts); Building codes; Mechanical properties; Lateral pressureHejal, R.; Chopra, A. K.
Earthquake Response of Torsionally-Coupled Buildings.
National Science Foundation, Washington, DC., December 1987, 354 p.
Identifying Number(s): UCB/EERC-87/20
Keywords: Response spectra; Framed structures; Eccentricity; Elastic analysis; Earthquake engineering; Shear modulus; Stiffness; Static structural analysis; Lateral pressureAllahabadi, 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 analysisMiranda, E.; Bertero, V. V.
Evaluation of the Seismic Performance of a Ten-Story RC Building during the Whittier Narrows Earthquake.
National Science Foundation, Washington, DC.; California Div. of Mines and Geology, Sacramento.; Kajima Inst. of Construction Technology, Tokyo (Japan)., October 1991, 112 p.
Identifying Number(s): UCB/EERC-91/10
Keywords: Reinforced concrete; Framed structures; Earth movements; Elastic analysis; Displacement; Soil-structure interactions; Loads (Forces); Structural members; Whittier Narrows Earthquake; Ductility; Earthquake resistant structures; Structural vibration; California; Earthquake damage; Concrete structures; Seismic effects; Building codes; Fourier transformation; Dynamic response; Spectrum analysis; Earthquake engineering; Dynamic structural analysisEvaluation of the Seismic Performance of a Thirty-Story RC Building.
National Science Foundation, Washington, DC.; California Universities for Research in Earthquake Engineering, Richmond., July 1991, 260 p.
Identifying Number(s): UCB/EERC-91/16
Keywords: Reinforced concrete; Loma Prieta Earthquake; Framed structures; Earth movements; Elastic analysis; Displacement; Soil-structure interactions; Loads (Forces); Structural members; Ductility; Earthquake resistant structures; Structural vibration; California; Earthquake damage; Concrete structures; Seismic effects; Building codes; Fourier transformation; Dynamic response; Spectrum analysis; Earthquake engineering; Dynamic structural analysis