NEHRP Clearinghouse
displaying 111 - 117 results in total 117
Andrus, R. D.; Stokoe, K. H.; Chung, R. M.
Draft Guidelines for Evaluating Liquefaction Resistance Using Shear Wave Velocity Measurements and Simplified Procedures.
March 1999, 140 p.
Identifying Number(s): NISTIR-6277
Keywords: ; Seismic design; Retrofitting; Buildings; Earthquake engineering; Secondary waves; Soil properties; Cyclic loads; Liquefacti9onDobry, R.; Ladd, R. S.; Yokel, F. Y.; Chung, R. M.; Powell, D.
Prediction of Pore Water Pressure Buildup and Liquefaction of Sands during Earthquakes by the Cyclic Strain Method.
July 1982, 176 p.
Identifying Number(s): NBS-BSS-138
Keywords: Stress strain diagrams; Seismic loads; Shear strain; Earthquake engineering; Pore pressure; Liquefaction; Shear modulus; Liquefaction (Soils); Cyclic loads; Sands; EarthquakesShama, A. A.; Mander, J. B.; Friedland, I. M.; Allicock, D. R.
Seismic Vulnerability of Timber Bridges and Timber Substructures.
Federal Highway Administration, Washington, DC.; National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., June 7, 2007, 198 p.
Identifying Number(s): MCEER-07-0008
Keywords: ; Bridges; Vulnerability; Damage assessment; Substructures; Earthquake damage; Wooden structures; Pile structures; Earthquake engineering; Failure mode analysis; Strength; Performance evaluation; Cyclic loads; Modeling; Retrofit; Seismic effects; DuctilityCheok, G. S.; Stone, W. C.
Overview of NIST Research on Seismic Performance of Moment Resisting Precast Concrete Beam-Column Joints Containing Post-Tensioning.
August 1993, 38 p.
Identifying Number(s): NISTIR-5257
Keywords: ; Moments; Columns (Supports); Loads (Forces); Structural members; Damage assessment; Cyclic loads; Ductility; Prestressed concrete; Earthquake damage; Buildings; Concrete structures; Structural analysis; Beams (Supports); Precast concrete; Construction joints; Model tests; Earthquake engineering; Energy dissipation; Boundary conditionsStone, W. C.; Taylor, A. W.
Seismic Performance of Circular Bridge Columns Designed in Accordance with AASHTO/CALTRANS Standards.
Federal Highway Administration, McLean, VA., February 1993, 133 p.
Identifying Number(s): NIST/BSS-170
Keywords: Bridges (Structures); Earthquake resistant structures; Seismic design; Failure modes; Spiral reinforcement; Columns (Supports); Dynamic loads; Reinforced concrete; Standards; Lateral pressure; Earthquake damage; Earthquake engineering; Circular bridge columns; Cyclic loads; Hysteresis; Bridge design; Reinforcement (Structures); Dynamic structural analysisMander, J. B.; Nair, B.; Wojtkowski, K.; Ma, J.
Experimental Study on the Seismic Performance of Brick-Infilled Steel Frames with and without Retrofit.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., January 29, 1993, 141 p.
Identifying Number(s): NCEER-93-0001
Keywords: ; Seismic design; Beams (Supports); Framed structures; Retrofitting; Jackets; Buildings; Earthquake engineering; Bricks; Structural steels; Cyclic loads; TestsChang, G. A.; Mander, J. B.
Seismic Energy Based Fatigue Damage Analysis of Bridge Columns. Part 1. Evaluation of Seismic Capacity.
National Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, Washington, DC.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., March 14, 1994, 239 p.
Keywords: ; Damage assessment; Seismic design; Energy absorption; Computerized simulation; Mathematical models; Pile structures; Earthquake engineering; Bridge piers; Cyclic loads; Bridge foundations