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: Earthquake damage; Dynamic response; Seismic waves; Elastic properties; Earthquake resistant structures; Structural vibration; Vibration; Earthquakes; Structural engineering; Stiffness; Displacement; Nonlinear systems; Ductility
Miranda, 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: Soil-structure interactions; Earth movements; Structural members; Elastic analysis; Fourier transformation; Earthquake damage; Ductility; Building codes; Earthquake engineering; Reinforced concrete; Seismic effects; Displacement; Spectrum analysis; California; Framed structures; Dynamic structural analysis; Dynamic response; Earthquake resistant structures; Loads (Forces); Structural vibration; Whittier Narrows Earthquake; Concrete structures
Pavlou, E. A.; Constantinou, M. C.
Evaluation of Accuracy of Simplified Methods of Analysis and Design of Buildings with Damping Systems for Near-Fault and for Soft-Soil Seismic Motions.
Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program.,
August 16, 2004,
132 p.
Keywords: Ground motion; Buildings; Earthquake engineering; Hysteresis; Seismic design; Accuracy; Degrees of freedom; Comparative evaluations; Near-field motions; Soft-soil motions; Ductility
Schiff, 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: ; Performance evaluation; Building codes; Steel structures; Earthquake resistant structures; Graphs (Charts); Lateral pressure; Mechanical properties; Elastic analysis; Design standards; Dynamic loads; Ductility
Veletsos, A. S.; Prasad, A. M.
Seismic Interaction of Structures and Soils: Stochastic Approach.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC.,
July 21, 1988,
60 p.
Keywords: ; Ductility; Dynamic response; Earthquake resistant structures; Loads (Forces); Graphs (Charts); Vibration; Soil analysis; Mechanical properties; Seismic effects; Excitation; Soil mechanics; Dynamic structural analysis
Pan, A. A.; Moehle, J. P.
Reinforced Concrete Flat Plates under Lateral Loading: An Experiment Study Including Biaxial Effects.
National Science Foundation, Washington, DC.,
October 1988,
286 p.
Identifying Number(s): UCB/EERC-88/16
Keywords: ; Concrete slabs; Ductility; Dynamic response; Connectors; Earthquake resistant structures; Cracking (Fracturing); Loads (Forces); Stress analysis; Structural vibration; Earthquake engineering; Experimental data; Reinforced concrete; Columns (Supports); Seismic waves
Evaluation 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: Soil-structure interactions; Earth movements; Structural members; Elastic analysis; Fourier transformation; Earthquake damage; Ductility; Building codes; Earthquake engineering; Reinforced concrete; Loma Prieta Earthquake; Seismic effects; Displacement; Spectrum analysis; California; Framed structures; Dynamic structural analysis; Dynamic response; Earthquake resistant structures; Loads (Forces); Structural vibration; Concrete structures
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: ; Flexural strength; Highway maintenance; Bridge maintenance; Ductility; Earthquake damage; Reinforcement (Structures); Structural steels; Columns (Supports); Buckling; Bending moments; Retrofitting; Earthquake engineering; Reinforcing materials; Reinforced concrete; Bridge design; Deflection; Circular bodies; Design analysis; Earthquake resistant structures; Highway bridges; Structural analysis
Cheng, F. Y.; Yang, J. S.
Hysteresis Rules and Design Parameter Assessment of RC Low-Rise Shear Walls and Buildings with Openings.
National Science Foundation, Arlington, VA.,
August 1996,
378 p.
Identifying Number(s): STRUCTURAL SER-96-1
Keywords: Ductility; Buildings; Loma Prieta earthquake; Earthquake engineering; Hysteresis; Building codes; Cracking (Fracturing); Shear walls; Walls; California; Shear stress; Dynamic structural analysis
Cheok, G. S.; Stone, W. C.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 3.
Concrete Research Council, Detroit, MI.,
August 1993,
142 p.
Identifying Number(s): NISTIR-5246
Keywords: ; Failure; Earthquake resistant structures; Beams (Supports); Earthquake engineering; Concrete construction; Precast concrete; Model tests; Concrete structures; Construction joints; Cyclic loads; Ductility