NEHRP Clearinghouse
displaying 161 - 170 results in
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Nada, H.; Sanders, D.; Saiidi, M. S.
Seismic Performance of RC Bridge Frames with Architectural-Flared Columns.
California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC., January 2003, 498 p.
Identifying Number(s): CCEER-03-03
Keywords: ; Plastic hinges; Earthquake engineering; Structural flares; Loads (Forces); Seismic design; Reinforced concrete; Bridge supports; Finite element method; Seismic effects; Columns (Supports); California; Concrete structures; Shear stressCarden, L. P.; Itani, A. M.; Buckle, I. G.
Seismic Performance of Steel Girder Bridge Superstructures with Ductile End Cross Frames and Seismic Isolators.
Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; California State Dept. of Transportation, Sacramento.; Federal Highway Administration, Washington, DC., January 7, 2008, 282 p.
Identifying Number(s): MCEER-08-0002
Keywords: ; Performance evaluation; Ground motion; Superstructures; Vibration isolators; Bearings; Slabs; Loads (Forces); Earthquake engineering; Seismic design; Structural design; Frames; Buckling; Girder bridgesAktan, A. E.; Miller, R.; Shahrooz, B.; Zwick, M.; Heckenmueller, M.; Ho, I.; Hrinko, W.; Toksoy, T.
Nondestructive and Destructive Testing of a Reinforced Concrete Slab Bridge and Associated Analytical Studies.
Federal Highway Administration, Washington, DC.; Ohio Dept. of Transportation, Columbus.; National Science Foundation, Washington, DC., December 1992, 350 p.
Identifying Number(s): UC-CII-92-02
Keywords: ; Bridge inspection; Loads (Forces); Reinforced concrete; Finite element analysis; Destructive tests; Nonlinear analysis; Moments; Bridge tests; Concrete structures; Bridge failures; Structural analysis; Bridge maintenance; Load bearing tests; Nondestructive testsJournal of Research of the National Institute of Standards and Technology, July/August 1994. Volume 99, Number 4. Special Issue: Extreme Value Theory and Applications. Proceedings of the Conference on Extreme Value Theory and Applications, Volume 2. Held at Gaithersburg, Maryland, in May 1993.
May 1993, 302 p.
Keywords: Uses; Bayesian analysis; Aerosols; Ozone; Weibull density functions; Extreme-value problems; Fatigue limit; Extremum values; Seismic risk; Ground motion; Ocean waves; Meetings; Spacecraft electronic equipment; Failure analysis; Wind velocity; Corrosion; Floods; Radiation damage; Loads (Forces); Risk analysis; Sequences (Mathematics); Multivariate analysis; Extreme value theory; MicroelectronicsSadek, F.; Mohraz, B.; Taylor, A. W.; Chung, R. M.
Method of Estimating the Parameters of Tuned Mass Dampers for Seismic Applications.
National Inst. of Standards and Technology (BFRL), Gaithersburg, MD. Structures Div., April 1996, 48 p.
Keywords: Passive systems; Dynamic response; Seismic waves; Buildings; Earthquake engineering; Tuning; Loads (Forces); Structural vibration; Vibration damping; Dampers; Structural response; Seismic effects; Degrees of freedom; Passive control; Seismic loads; Energy dissipationPhan, L. T.; Taylor, A. W.
State of the Art Report on Seismic Design Requirements for Nonstructural Building Components.
June 1996, 84 p.
Identifying Number(s): NISTIR-5857
Keywords: Earthquake damage; Dynamic response; Lighting equipment; Building codes; Damage assessment; Earthquake engineering; Seismic effect; Loads (Forces); Ceilings; Seismic design; Requirements; Displacement; Nonstructural components; Japan; Sprinkler systems; United States; New ZealandHwang, 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: Dynamic response; Energy dissipation; Ground motion; Theses; Earthquake resistant structures; Earthquake engineering; Loads (Forces); Reinforced concrete; Shear stress; Cantilever beamsCharney, F. A.; Bertero, V. V.
Evaluation of the Design and Analytical Seismic Response of a Seven-Story Reinforced Concrete Frame-Wall Structure.
National Science Foundation, Washington, DC., August 1982, 199 p.
Keywords: Dynamic response; Ground motion; Buildings; Earthquake engineering; Earthquake resistant structures; Loads (Forces); Vibration; Reinforced concrete; Dynamic structural analysisRabbat, B. G.; Daniel, J. I.; Weinmann, T. L.; Hanson, N. W.
Seismic Behavior of Lightweight Concrete Columns.
National Science Foundation, Washington, DC., September 1982, 450 p.
Keywords: Lightweight concretes; Ground motion; Earthquake engineering; Earthquake resistant structures; Loads (Forces); Data acquisition; Flexural strength; Columns (Supports); Yield strength; Construction jointsMalley, J. O.; Popov, E. P.
Design Considerations for Shear Links in Eccentrically Braced Frames.
National Science Foundation, Washington, DC., November 1983, 139 p.
Identifying Number(s): UCB/EERC-83/24
Keywords: Deformations (Elastic); Mechanical hystereses; Earthquake engineering; Loads (Forces); Linkages; Frames; Joints (Junctions); Columns (Supports); Shear links; Deformations (Plastics); Bracing