NEHRP Clearinghouse
displaying 61 - 70 results in total 99
Lu, S.; Hall, W. J.
Torsional Effects in Structures Subjected to Strong Ground Motion.
National Science Foundation, Washington, DC., April 1990, 201 p.
Identifying Number(s): UILU-ENG-89-2006
Keywords: Earthquake resistant structures; Framed structures; Torsion; Whittier Narrows Earthquake; Mathematical models; Dynamic response; Buildings; Earthquake engineering; Theses; Structural analysisZerbe, H. E.; Durrani, A. J.
Seismic Response of Connections in Indeterminate R/C Frame Subassemblies.
National Science Foundation, Washington, DC., April 1990, 237 p.
Identifying Number(s): REPT-40
Keywords: Dynamic loads; Framed structures; Columns (Supports); Displacement; Stress analysis; Mechanical tests; Experimental data; Statically indeterminate structures; Strains; Earthquake resistant structures; Structural vibration; Cracking (Fracturing); Beams (Supports); Frames; Dynamic response; Joints (Junctions); Energy dissipation; Slabs; Dynamic structural analysisRodriguez-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 analysisRodriguez-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 analysisKhatib, 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 analysisGriffith, M. C.; Aiken, I. D.; Kelly, J. M.
Experimental Evaluation of Seismic Isolation of a 9-Story Braced Steel Frame Subject to Uplift.
National Science Foundation, Washington, DC., May 1988, 145 p.
Identifying Number(s): UCB/EERC-88/05
Keywords: ; Earthquake resistant structures; Framed structures; Structural vibration; Steel structures; Experimental data; Earth movements; Buildings; Earthquake engineering; Vibration damping; Stiffness; Vibration isolators; Bearings; Structural members; EarthquakesDeierlein, 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 analysisHwang, H. H. M.; Hsu, H. M.
Study of Reliability-Based Criteria for Seismic Design of Reinforced Concrete Frame Buildings.
National Science Foundation, Washington, DC., August 10, 1991, 188 p.
Identifying Number(s): NCEER-91-0023
Keywords: ; Earthquake resistant structures; Reinforced concrete; Framed structures; Seismic waves; Mathematical models; Dynamic response; Design standards; Earthquake engineering; Risk; Reliability; Loads (Forces); Concrete construction; Design criteriaMiranda, 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