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; Liquefacti9on

• ['Dobry, 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; Earthquakes

• ['Shama, 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; Ductility

• ['Cheok, 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 conditions

• ['Stone, 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 analysis

• ['Mander, 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; Tests

• ['Chang, 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