NEHRP Clearinghouse
displaying 31 - 40 results in total 44
Henke, W. K.
In situ Testing Procedure for Obtaining Dynamic and Cyclic Properties.
National Science Foundation, Washington, DC. Div. of Industrial Science and Technological Innovation., July 1985, 247 p.
Keywords: ; Soil tests; Shear properties; Shear tests; Soil dynamics; Soil properties; Soil mechanics; Earthquakes; Structural analysisZagajeski, S. W.; Halvorsen, G. T.; GangaRao, H. V. S.; Luttrell, L. D.; Jewell, R. B.
Theoretical and Experimental Studies on Timber Diaphragms Subject to Earthquake Loads. Final Summary Report.
National Science Foundation, Washington, DC. Directorate for Engineering., December 1984, 94 p.
Keywords: ; Seismic design; Floors; Mathematical models; Shear properties; Wooden structures; Earthquake engineering; Structural timber; Plywood; Loads (Forces); Dynamic structural analysisHwang, H. H. M.; Jaw, J. W.; Shau, H. J.
Seismic Performance Assessment of Code-Designed Structures.
National Science Foundation, Washington, DC., March 20, 1988, 61 p.
Identifying Number(s): NCEER-88-0007
Keywords: ; Earthquake resistant structures; Limit design method; Mechanical hysteresis; Mathematical models; Shear properties; Nonlinear systems; Loads (Forces); Structural analysisCheng, F. Y.; Mertz, G. E.
Inelastic Seismic Response of Reinforced-Concrete Low-Rise Shear Walls and Building Structures.
National Science Foundation, Washington, DC., October 1989, 445 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-89-30
Keywords: Earthquake resistant structures; Deformation; Walls; Shear properties; Dynamic response; Graphs (Charts); Earthquake engineering; Axial loads; Shear strain; Hysteresis; Elastic properties; Bend moments; Dynamic structural analysisHenke, W.; Henke, R.
In situ Testing Procedure for Obtaining Dynamic and Cyclic Soil Properties.
National Science Foundation, Washington, DC. Div. of Industrial Science and Technological Innovation.; Department of Energy, Washington, DC., January 1990, 116 p.
Keywords: Earthquake resistant structures; Deformation; Mechanical tests; Geotechnical engineering; Experimental data; Field tests; Shear properties; Liquefaction; Soil properties; Soil mechanics; Soil testsMostaghel, N.; Kelly, J. M.
Design Procedure for R-FBI Bearings.
National Science Foundation, Washington, DC., November 1987, 60 p.
Identifying Number(s): UCB/EERC-87/18
Keywords: Structural engineering; Earthquake resistant structures; Friction; Structural vibration; Seismic waves; Structural design; Shear properties; Resilient-Friction Base Isolator; Vibration damping; Displacement; Stiffness; Vibration isolators; BearingsRobertson, I. N.; Durrani, A. J.
Seismic Response of Connections in Indeterminate Flat-Slab Subassemblies.
National Science Foundation, Washington, DC., July 1990, 289 p.
Identifying Number(s): REPT-41
Keywords: Floors; Earthquake resistant structures; Dynamic loads; Mechanical tests; Structural vibration; Beams (Supports); Experimental data; Columns (Supports); Failure; Reinforced concrete; Shear properties; Dynamic response; Joints (Junctions); Displacement; Statically indeterminate structures; Slabs; DuctilityGraesser, E. J.; Cozzarelli, F. A.
Multidimensional Hysteretic Model for Plastically Deforming Metals in Energy Absorbing Devices.
National Science Foundation, Washington, DC., April 9, 1991, 61 p.
Identifying Number(s): NCEER-91-0006
Keywords: Shape memory alloys; Earthquake resistant structures; Dynamic loads; Structural vibration; Seismic waves; Mathematical models; Shear properties; Earthquake engineering; Ozdemir model; Energy dissipation; Vibration damping; Shear stress; Hysteresis; Vibration isolators; Plastic analysis; Vibration controlClark, P. W.; Kelly, J. M.
Experimental Testing of the Resilient-Friction Base Isolation System.
National Science Foundation, Washington, DC., July 1990, 162 p.
Identifying Number(s): UCB/EERC-90/10
Keywords: Earthquake resistant structures; Structural vibration; Seismic waves; Test facilities; Steel structures; Dynamic tests; Shear properties; Dynamic response; Earthquake engineering; Resilient-Friction Base Isolator; Vibration damping; Displacement; Vibration isolators; Bearings; Structural members; Earthquakes; Structural analysisStraw, D. L.; Saiidi, M.; O'Connor, D. N.
Scale Model Testing of One-Way Reinforced Concrete Pier Hinges Subjected to Combined Axial Force, Shear and Flexure.
National Science Foundation, Washington, DC., March 1992, 47 p.
Identifying Number(s): CCEER-92-1
Keywords: ; Reinforced concrete; Deformation; Hinges; Structural vibration; Seismic waves; Reinforcing steels; Model tests; Dynamic response; Earthquake damage; Earthquake engineering; Shear properties; Bridge piers; Displacement; Cyclic loads; Computer programs; Loads (Forces); Structural members