NEHRP Clearinghouse
displaying 231 - 240 results in total 298
Kariotis, J. C.; Waqfi, O. M.
Trial Designs Made in Accordance with Tentative Limit States Design Standards for Reinforced Masonry Buildings.
National Science Foundation, Washington, DC., February 1992, 242 p.
Identifying Number(s): REPT-9.1-2
Keywords: ; Deformation; Moments; Earth movements; Displacement; Loads (Forces); Structural members; Mathematical models; Damping; Masonry; Structural design; Earthquake damage; Buildings; Stiffness; Seismic effects; Walls; Design standards; Earthquake engineering; Reinforcement (Structures); Mechanical propertiesHart, G. C.; Englekirk, R. E.; Jaw, J. W.; Srinivasan, M.; Huang, S. C.
Seismic Performance Study, RCJ Hotel.
National Science Foundation, Washington, DC., February 1992, 58 p.
Identifying Number(s): REPT-2.1-10
Keywords: ; Masonry; Floors; Earthquake resistant structures; Standards; Precast concrete; Roofs; Mathematical models; Walls; Performance evaluation; Stiffness; Recommendations; Comparison; Tests; Commercial buildings; Design criteriaKariotis, J. C.; El-Mustapha, A. M.; Ewing, R. D.
Influence of Foundation Model on the Uplifting of Structures.
National Science Foundation, Washington, DC., July 1988, 41 p.
Identifying Number(s): REPT-2.3-2
Keywords: ; Algorithms; Mathematical models; Damping; Earth movements; Earthquake damage; Dynamic response; Buildings; Degrees of freedom; Uplift pressure; Earthquake engineering; Displacement; Foundations; Loads (Forces); Soil mechanics; Dynamic structural analysisKariotis, J. C.; Waqfi, O. M.
Recommended Procedure for Calculation of the Balanced Reinforcement Ratio.
National Science Foundation, Washington, DC., February 1992, 74 p.
Identifying Number(s): REPT-2.3-7
Keywords: ; Masonry; Seismic design; Reinforced concrete; Mathematical models; Walls; Flexural strength; Reinforcing steels; Earthquake engineering; Shear strength; Compressive strengthLeiva, G.; Klingner, R. E.
In-Plane Seismic Resistance of Two-Story Concrete Masonry Shear Walls with Openings.
National Science Foundation, Washington, DC., August 1991, 319 p.
Identifying Number(s): REPT-3.1(C)-2
Keywords: Grout; Reinforced concrete; Deformation; Shear stress; Loads (Forces); Structural members; Axial stress; Mathematical models; Cantilever walls; Masonry; Instrumentation; Strain measurement; Computer programming; Coupled walls; Earthquake resistant buildings; Design criteria; Failure; Test methods; Walls; Flexural strength; ConstructionSeible, F.; LaRovere, H. L.
Summary on Pseudodynamic Testing.
National Science Foundation, Washington, DC., February 1987, 53 p.
Identifying Number(s): REPT-3.1(B)-1
Keywords: Structural vibration; Computerized simulation; Matrices (Mathematics); Test methods; Mathematical models; Dynamic tests; Earthquake engineering; PSDYN computer program; Vibration damping; Computer programs; User manuals (Computer programs); Dynamic structural analysisPolak, E.; Meeker, G.; Yamada, K.; Kurata, N.
Evaluation of an Active Variable-Damping-Structure.
Air Force Office of Scientific Research, Bolling AFB, DC.; National Science Foundation, Washington, DC., February 1993, 86 p.
Identifying Number(s): UCB/EERC-93/02
Keywords: ; Numerical analysis; Seismic design; Mathematical models; Automatic control; Earthquake engineering; Vibration damping; Loads (Forces)Nakamura, Y.; Der Kiureghian, A.; Liu, D.
Multiple-Support Response Spectrum Analysis of the Golden Gate Bridge.
National Science Foundation, Washington, DC., May 1993, 88 p.
Identifying Number(s): UBC/EERC-93/05
Keywords: Seismic design; Golden Gate Bridge; MSRS (Multiple Support Response Spectrum); California; Mathematical models; Ground motion; Earthquake engineering; San Francisco (California); Suspension bridges; Dynamic structural analysisBrillinger, D. R.
Earthquake Risk and Insurance.
National Science Foundation, Washington, DC., October 1992, 50 p.
Identifying Number(s): UCB/EERC-92/14
Keywords: ; Seismic design; Payment; Statistical analysis; Insurance; Mathematical models; Risk; Software; EarthquakesEarthquake Engineering Research at Berkeley, 1992.
National Science Foundation, Washington, DC.; Bureau of Reclamation, Washington, DC.; Corps of Engineers, Washington, DC.; Los Angeles County Dept. of Public Works, CA., October 1992, 218 p.
Identifying Number(s): UCB/EERC-92/13
Keywords: ; Seismic design; Bridges; Mathematical models; Research; Buildings; Earthquake engineering; Meetings; Vibration damping; Dynamic structural analysis