NEHRP Clearinghouse
displaying 81 - 90 results in total 102
Bayo, E.; Wilson, E. L.
Numerical Techniques for the Evaluation of Soil-Structure Interaction Effects in the Time Domain.
National Science Foundation, Washington, DC., February 1983, 176 p.
Identifying Number(s): UCB/EERC-83/04
Keywords: Structures; Frequency domains; Equations of motion; Stiffness methods; Numerical integration; Computer applications; Finite element analysis; Earthquake engineering; Soil properties; Soil structure interactions; Time domains; EarthquakesRubin, L. I.; Abdel-Ghaffar, A. M.; Scanlan, R. H.
Earthquake Response of Long-Span Suspension Bridges.
National Science Foundation, Washington, DC., May 1983, 576 p.
Identifying Number(s): R-83-SM-13
Keywords: Golden Gate Bridge; Tacoma Narrows Bridge; California; Mathematical models; Computer applications; Ground motion; Earthquake engineering; Vincent Thomas Bridge; Suspension bridges; Bridge foundations; Dynamic response; Soil dynamics; Random vibration; Soil structure interactions; Finite element analysis; Washington (State); Earthquakes; Forced vibrationClough, R. W.; Chang, K. T.; Chen, H. Q.; Stephen, R. M.; Wang, G. L.
Dynamic Response Behavior of Xiang Hong Dian Dam.
National Science Foundation, Washington, DC., April 1984, 171 p.
Identifying Number(s): UCB/EERC-84/02
Keywords: Anhui Province (China); Arch dams; Dynamic response; Forced vibration; Earthquake engineering; Finite element analysis; People's Republic of China; Soil structure interactions; Foundations; Xiang Hong Dian Dam; Earthquakes; Dynamic structural analysisGordis, J. H.; Neta, B.
Efficient Nonlinear Transient Dynamic Analysis of Structural Optimization Using an Exact Integral Equation Formulation.
May 1999, 81 p.
Identifying Number(s): NPS-ME-99-009
Keywords: ; Structural integrity; Computerized simulation; Algorithms; Time domain; Finite element analysis; Integral equations; Earthquakes; Structural analysisHachem, M. H.; Mahin, S. A.; Moehle, J. P.
Performance of Circular Reinforced Concrete Bridge Columns under Bidirectional Earthquake Loading.
National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., February 2003, 473 p.
Identifying Number(s): ['PEER 2003/06', 'UCB/ENG-9374']
Keywords: ; Bridges; Earthquake resistant structures; Circular columns; Reinforced concrete; Bidirectional loading; Experiments; Finite element analysis; Modeling; Shaking tableAnand, S. C.
Seismic Response of Composite Masonry in New and Existing Structures.
National Science Foundation, Washington, DC., November 1984, 44 p.
Identifying Number(s): REPT-30S-84
Keywords: Masonry; Moisture; Creep properties; Seismic waves; Mathematical models; Walls; Finite element analysis; Earthquake engineering; Joints (Junctions); Shear stress; Composite structures; Shrinkage; Fittings; Loads (Forces); Structural analysisSafford, F. B.; Masri, S. F.
Induced Earthquake Motions in Civil Structures by Pulse Methods.
National Science Foundation, Washington, DC., August 1984, 98 p.
Identifying Number(s): AA-R-8428-5764
Keywords: Earthquake resistant structures; Seismic waves; El Centro earthquake; Finite element analysis; Buildings; Earthquake engineering; San Fernando earthquake; Pulse generators; Simulation; Computer programs; Motion; EarthquakesMoazzami, S.; Bertero, V. V.
Three-Dimensional Inelastic Analysis of Reinforced Concrete Frame-Wall Structures.
National Science Foundation, Washington, DC., May 1987, 163 p.
Identifying Number(s): UCB/EERC-87/05
Keywords: ; Cracking (Fracturing); Reinforced concrete; Framed structures; Walls; Model tests; Finite element analysis; Buildings; Earthquake engineeringRicles, J. M.; Popov, E. P.
Dynamic Analysis of Seismically Resistant Eccentrically Braced Frames.
National Science Foundation, Washington, DC.; American Iron and Steel Inst., Washington, DC., June 1987, 364 p.
Identifying Number(s): UCB/EERC-87/07
Keywords: ; Seismic design; Steel structures; Frames; Eccentricity; Finite element analysis; Earthquake engineeringHo, I. K.; Aktan, A. E.
Linearized Identification of Buildings with Cores for Seismic Vulnerability Assessment.
National Science Foundation, Washington, DC., November 1, 1989, 132 p.
Identifying Number(s): NCEER-89-0041
Keywords: Vulnerability; Deformation; Kinematics; Seismic waves; ETABS model; Seismic risk; Dynamic response; Buildings; Earthquake engineering; SUPER-ETABS computer program; Finite element analysis; Soil-structure interactions; Linear systems; Loads (Forces); Dynamic structural analysis