NEHRP Clearinghouse
displaying 261 - 270 results in total 448
['Soong, T. T.', 'Chen, G.', 'Wu, Z.', 'Zhang, R. H.', 'Grigoriu, M.']
Assessment of the 1991 NEHRP Provisions for Nonstructural Components and Recommended Revisions.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., March 1, 1993, 128 p.
Identifying Number(s): NCEER-93-0003
Keywords: ; Seismic design; California; Architecture; Components; Buildings; Earthquake engineering; Hazards; Building codes['Gavin, H.', 'Yuan, S.', 'Grossman, J.', 'Pekelis, E.', 'Jacob, K.']
Low-Level Dynamic Characteristics of Four Tall Flat-Plate Buildings in New York City.
National Center for Earthquake Engineering Research, Buffalo, NY.; New York State Science and Technology Foundation, Albany.; National Science Foundation, Washington, DC., December 28, 1992, 145 p.
Keywords: Seismic design; Skyscrapers; Earthquake resistant structures; Flat plate models; Computerized simulation; New York City (New York); Earthquake engineering; Vibration damping; Power spectra; Commercial buildings; Dynamic structural analysis['Constantinou, M. C.', 'Symans, M. D.']
Experimental and Analytical Investigation of Seismic Response of Structures with Supplemental Fluid Viscous Dampers.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., December 21, 1992, 214 p.
Identifying Number(s): NCEER-92-0032
Keywords: ; Dampling; Seismic design; Lateral forces; Mathematical models; Bracing; Buildings; Earthquake engineering; Tests; Japan; Dynamic structural analysis['Winters, C. W.', 'Constantinou, M. C.']
Evaluation of Static and Response Spectrum Analysis Procedures of SEAOC/UBC for Seismic Isolated Structures.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., March 23, 1993, 204 p.
Identifying Number(s): NCEER-93-0004
Keywords: ; Seismic design; Earthquake resistant structures; Decoupling; California; Lateral pressure; Spectrum analysis; Earthquake engineering; Vibration damping; Soil structure interactions; Foundations; Building codes; Dynamic structural analysis['Atkinson, R. H.', 'Kingsley, G. R.']
Comparison of the Behavior of Clay and Concrete Masonry in Compression.
National Science Foundation, Washington, DC., September 1985, 157 p.
Identifying Number(s): REPT-1.1-1
Keywords: ; Masonry; Compression tests; Seismic design; Stress strain diagrams; Brick structures; Design standards; Earthquake engineering; Concrete structures; Prisms; Tests; Loads (Forces)['Hart, G. C.', 'Englekirk, R. E.', 'Srinivasan, M.', 'Huang, S. C.', 'Drag, D. J.']
Seismic Performance Study DPC Gymnasium: Elastic Time History Analysis Using SAP90.
National Science Foundation, Washington, DC., February 1992, 50 p.
Identifying Number(s): EKEH-2.1-8
Keywords: Masonry; Seismic design; UJNR (U.S. - Japan Natural Resources Development Program); Research management; Computerized simulation; Crack (Fracturing); Buildings; Earthquake engineering; Gymnasiums; Trusses; Shear stresses['Hart, G. C.', 'Englekirk, R. E.', 'Srinivasan, M.', 'Huang, S. C.', 'Drag, D. J.']
Seismic Performance Study TMS Shopping Center: Elastic Time History Analysis Using SAP90.
National Science Foundation, Washington, DC., February 1992, 42 p.
Identifying Number(s): EKEH-2.1-9
Keywords: ; Masonry; Seismic design; California; Computerized simulation; Ground motion; Earthquake engineering; Buildings; Shopping centers; History; Seismographs; Japan['Hart, G. C.', 'Englekirk, R. E.', 'Jaw, J. W.', 'Huang, S. C.', 'Drag, D. J.']
Seismic Performance Study of a 2-Story Masonry Wall-Frame Building Designed by Tentative Limit States Design Standard.
National Science Foundation, Washington, DC., February 1992, 76 p.
Identifying Number(s): REPT-2.1-12
Keywords: Masonry; Seismic design; Limit design method; Research management; Computer applications; Buildings; TCCMAR (Technical Coordinating Committee on Masonry Research); Earthquake engineering; International relations; Tests; UJNR (U.S.-Japan Natural Resources Development Program)['Ewing, R. D.', 'El-Mustapha, A. M.', 'Kariotis, J. C.']
FEM/I: A Finite Element Computer Program for the Nonlinear Static Analysis of Reinforced Masonry Building Components (Revised).
National Science Foundation, Washington, DC., June 1990, 126 p.
Identifying Number(s): REPT-2.2-1
Keywords: Masonry; Finite element method; Seismic design; Research management; Static tests; TCCMAR (Technical Coordinating Committee on Masonry Research); Earthquake engineering; Computer programs; NEHRP (National Earthquake Hazards Reduction Program)['Kariotis, 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 strength