NEHRP Clearinghouse
displaying 1 - 10 results in
total 448
Zayas, V.; Low, S.; Bozzo, L.; Mahin, S.
Feasibility and Performance Studies on Improving the Earthquake Resistance of New and Existing Buildings Using the Friction Pendulum System.
National Science Foundation, Washington, DC., September 1989, 308 p.
Identifying Number(s): UCB/EERC-89/09
Keywords: Dynamic response; Earthquake damage; Performance evaluation; Buildings; Vibration isolators; Earthquake resistant structures; Friction; Cost effectiveness; Loads (Forces); Structural vibration; Pendulums; Seismic design; Structural design; Earthquake engineering; Vibration damping; Friction Pendulum System; Structural members; Mathematical models; Rehabilitation; Feasibility studiesKariotis, 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: ; Earthquake engineering; Reinforcing steels; Masonry; Seismic design; Flexural strength; Reinforced concrete; Walls; Mathematical models; Shear strength; Compressive strengthHamid, A. A.; Abboud, B. E.; Farah, M. W.; Hatem, M. K.; Harris, H. G.
Response of Reinforced Block Masonry Walls to Out-of-Plane Static Loads.
National Science Foundation, Washington, DC., September 1989, 130 p.
Identifying Number(s): REPT-3.2(A)
Keywords: ; Earthquake engineering; Cracking (Fracturing); Reinforcing steels; Masonry; Lateral pressure; Seismic design; Eccentrics; Loads (Forces); WallsNakamura, 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: Ground motion; Earthquake engineering; San Francisco (California); Suspension bridges; MSRS (Multiple Support Response Spectrum); Seismic design; Golden Gate Bridge; California; Mathematical models; Dynamic structural analysisBeres, A.; White, R. N.; Gergely, P.
Seismic Behavior of Reinforced Concrete Frame Structures with Nonductile Details. Part 1. Summary of Experimental Findings of Full Scale Beam-Column Joint Tests.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., September 30, 1992, 81 p.
Identifying Number(s): NCEER-92-0024
Keywords: ; Tests; Earthquake engineering; Seismic design; Columns (Supports); Concrete structures; Framed structures; Cyclic loadsSaiidi, M.; Maragakis, E.; Abdel-Ghaffar, S.; Feng, S.; O'Connor, D.
Response of Bridge Hinge Restrainers during Earthquakes: Field Performance, Analysis, and Design.
California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC.; Nevada Dept. of Transportation, Carson City., May 1993, 140 p.
Identifying Number(s): CCEER-93-6
Keywords: Hinges; Ground motion; Loma Prieta earthquake; Earthquake engineering; Restrainers; Seismic design; Lateral pressure; California; Computerized simulation; Bridges; Research projects; RetrofittingSingh, M. P.; Suarez, L. E.; Matheu, E. E.; Maldonado, G. O.
Simplified Procedures for Seismic Design of Nonstructural Components and Assessment of Current Code Provisions.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., August 4, 1993, 200 p.
Identifying Number(s): NCEER-93-0013
Keywords: ; Building codes; Earthquake engineering; Earthquake resistant structures; Seismic design; Components; SubassembliesAbrams, D. P.
Proceedings from the NCEER Workshop on Seismic Response of Masonry Infills. Held in San Francisco, California on February 4-5, 1994.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., March 1, 1994, 136 p.
Keywords: ; Earthquake engineering; Meetings; Masonry; Seismic design; Lateral pressure; Design criteria; Mathematical models; Framed structuresSeismic Retrofitting Guidelines for Complex Steel Truss Highway Bridges.
Federal Highway Administration, Washington, DC., August 1, 2006, 196 p.
Identifying Number(s): MCEER-06-SP05
Keywords: ; Superstructure; Trusses; Steel structures; Manuals; Earthquake engineering; Highway bridges; Seismic design; Guidelines; US FHWA; RetrofittingWerner, S. D.; Taylor, C. E.; Cho, S.; Lavoie, J. P.; Huyck, C.; Eitzel, C.; Chung, H.
REDARS 2 Methodology and Software for Seismic Risk Analysis of Highway Systems.
Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, Washington, DC.; National Science Foundation, Washington, DC., August 31, 2006, 374 p.
Identifying Number(s): MCEER-06-SP08
Keywords: Economic impact; Hazards; Risk assessment; Earthquake engineering; Computer programs; Seismic design; Methodology; Highways; California; Risk of Earthquake Damage for Roadway Systems (REDARS); Software programs; Highway safety; Tables (Data)