NEHRP Clearinghouse
displaying 631 - 640 results in total 2187
['Azizinamini, A.', 'Johal, L. S.', 'Hanson, N. W.', 'Musser, D. W.', 'Corley, W. G.']
Effects of Transverse Reinforcement on Seismic Performance of Columns: A Partial Parametric Investigation.
National Science Foundation, Washington, DC. Directorate for Engineering., September 1988, 403 p.
Keywords: ; Earthquake resistant structures; Columns (Supports); Seismic prospecting; Reinforcement (Structures); Graphs (Charts); Dynamic response; Axial strain; Loads (Forces); Ductility; Mechanical properties; Dynamic structural analysis['Hwang, T. H.', 'Scribner, C. F.']
Effects of Variation in Load History on Cyclic Response of Concrete Flexural Members.
National Science Foundation, Washington, DC., September 1982, 254 p.
Identifying Number(s): UILU-ENG-82-2013
Keywords: Earthquake resistant structures; Reinforced concrete; Loads (Forces); Dynamic response; Ground motion; Earthquake engineering; Energy dissipation; Shear stress; Theses; Cantilever beams['Ayala, A. G.', "O'Rourke, M. J."]
Effects of the 1985 Michoacan Earthquake on Water Systems and Other Buried Lifelines in Mexico.
National Science Foundation, Washington, DC., March 8, 1989, 122 p.
Identifying Number(s): NCEER-89-0009
Keywords: Water supply; Damage; Mexico; Sewer pipes; Earthquake engineering; Water pipelines; Aqueducts; Pipelines; Earthquakes; Structural analysis['Gordis, 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 analysis['Suarez, L. E.', 'Singh, M. P.']
Eigenproperties and Response of Primary Structure and Equipment Systems by Perturbation Approach.
National Science Foundation, Washington, DC., April 1986, 116 p.
Identifying Number(s): VPI-E-86-9
Keywords: Measuring instruments; Floors; Secondary systems; Supports; Damping; Electric power plants; Perturbation; Earthquake engineering; Earthquakes; Seismic surveys; Responses; Equipment; Vibrations; Structure engineering; Dynamic structural analysis['Bertero, V.', 'Shah, H.']
El-Asnam, Algeria Earthquake of October 10, 1980: A Reconnaissance and Engineering Report.
National Science Foundation, Washington, DC., January 1983, 250 p.
Identifying Number(s): CETS-CND-022
Keywords: Structures; Earthquake resistant structures; Transportation; Utilities; Seismic waves; Investigations; Earth movements; Performance evaluation; Design standards; Visual reconnaissance; Soil dynamics; Recommendations; Algeria; Socio-economic factors; Earthquakes; Geological faults['Whitman, R. V.', 'Anagnostopoulos, S.']
Elastic Analysis of Pilot Building. Internal Study Report Number 14.
National Science Foundation, Washington, DC. Engineering and Applied Science., August 1972, 14 p.
Keywords: Steel construction; Earthquake resistant structures; Seismic waves; Elastic analysis; Buildings; Earthquake engineering; Soil structure interactions; Earthquakes; Dynamic structural analysis['Yegian, M. K.', 'Whitman, R. V.']
Elastic and Inelastic Response Analysis of Site-Influenced Ground Motion Records. Seismic Design Decision Analysis.
National Science Foundation, Washington, DC. Applied Science and Research Applications., April 1975, 35 p.
Identifying Number(s): INTERNAL STUDY-55
Keywords: Massachusetts; Soil classification; Earth movements; Elastic analysis; Dynamic response; Buildings; Earthquake engineering; Ground motion; Soil surveys; Soil properties; Earthquakes; Dynamic structural analysis['Gavin, H. P.', 'Hanson, R. D.']
Electrorheological Dampers for Structural Vibration Suppression.
National Science Foundation, Arlington, VA., August 14, 1995, 210 p.
Identifying Number(s): UMCEE-94-35
Keywords: Rheology; Earthquake resistant structures; Structural vibration; Mathematical models; Viscous damping; Dynamic response; Actuators; Earthquake engineering; Electrorheological materials; Poiseuille flow; Vibration damping; Stress analysis; Vibration isolators; Ducted flow; Viscoelasticity['Barlett, S. F.', 'Youd, T. L.']
Empirical Analysis of Horizontal Ground Displacement Generated by Liquefaction-Induced Lateral Spreads.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany.; Corps of Engineers, Washington, DC., August 17, 1992, 119 p.
Identifying Number(s): NCEER-92-0021
Keywords: Case histories; San Fernando (California); Lateral strain; Alaska; Ground motion; Earthquake engineering; Liquefaction; Idaho; San Francisco (California); Japan