NEHRP Clearinghouse
displaying 1031 - 1040 results in total 2187
Perkins, J.
Liability of Private Businesses and Industries for Earthquake Hazards and Losses: A Guide to the Law, Its Impacts and Safety Implications.
National Science Foundation, Washington, DC., September 1984, 59 p.
Keywords: Torts; Law (Jurisprudence); Hazards; Safety; Private law; Industries; Private organizations; EarthquakesPerkins, J.
Liability of Private Businesses and Industries for Earthquake Hazards and Losses: Background Research Reports.
National Science Foundation, Washington, DC., September 1984, 207 p.
Keywords: Liabilities; Law (Jurisprudence); Hazards; Safety; Accidents; Industries; Private organizations; Earthquakes['Kunreuther, H.', 'Ginsberg, R.', 'Miller, L.', 'Sagi, P.', 'Slovic, P.']
Limited Knowledge and Insurance Protection: Implications for Natural Hazard Policy.
National Science Foundation, Washington, D.C. Research Applied to National Needs., March 1977, 493 p.
Keywords: Homeowners; Consumer affairs; California; Insurance; Data acquisition; Regions; Disasters; Floods; Earthquakes; Interviews; Decision making; Flood prone areas; Attitude surveys; Earthquake prone areasTakahashi, K.
Limits of Survival: Forecasting the Future of Japan.
January 1985, 195 p.
Identifying Number(s): TT-75-52085
Keywords: Planning; Climate; Information; Translations; Ecology; Disasters; Resources; Pollution; Population growth; Japan; Forecasts; Earthquakes['Valdimarsson, H.', 'Shah, A. H.', 'McNiven, H. D.']
Linear Models to Predict the Nonlinear Seismic Behavior of a One-Story Steel Frame.
National Science Foundation, Washington, DC., September 1981, 130 p.
Identifying Number(s): UCB/EERC-81/13
Keywords: Seismic design; Earthquake resistant structures; IDEN computer program; Steel structures; Mechanical hysteresis; Work hardening; Dynamic response; Earthquake engineering; Fortran 4 programming language; Computer programs; Computer aided design; Fortran; Earthquakes['Sadek, F.', 'Mohraz, B.', 'Riley, M. A.']
Linear Static and Dynamic Procedures for Structures with Velocity-Dependent Supplemental Dampers.
May 1999, 60 p.
Identifying Number(s): NISTIR-6329
Keywords: Seismic effects; Structural vibration; Earthquake resistance; Performance evaluation; Degrees of freedom; Structural response; Energy dissipation; Static response; Vibration damping; Design analysis; Passive systems; Dampers; Building codes; Linearity; Dynamic structural analysis['Kan, C. L.', 'Chopra, A. K.']
Linear and Nonlinear Earthquake Responses of Simple Torsionally Coupled Systems.
National Science Foundation, Washington, DC., February 1979, 120 p.
Identifying Number(s): UCB/EERC-79/03
Keywords: Earthquake resistant structures; Columns (Supports); Mathematical models; Earth movements; Dynamic response; Buildings; Earthquake engineering; Ground motion; Linear systems; Nonlinear systems; Earthquakes; Dynamic structural analysis['Ho, I. K.', 'Aktan, A. E.']
Linearized Identification of Buildings with Cores for Seismic Vulnerability Assessment.
National Science Foundation, Washington, DC., November 1, 1989, 132 p.
Identifying Number(s): NCEER-89-0041
Keywords: Vulnerability; Deformation; Kinematics; Seismic waves; ETABS model; Seismic risk; Dynamic response; Buildings; Earthquake engineering; SUPER-ETABS computer program; Finite element analysis; Soil-structure interactions; Linear systems; Loads (Forces); Dynamic structural analysis['Chang, S. E.', 'Pasion, C.', 'Tatebe, K.', 'Ahmad, R.']
Linking Lifeline Infrastructure Performance and Community Disaster Resilience: Models and Multi-Stakeholder Processes.
Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., March 3, 2008, 158 p.
Identifying Number(s): MCEER-08-0004
Keywords: Economic loss models; Models; Risk management; Communities disaster resilience; Shelter models; Performance objectives; Disasters; Earthquake engineering; Infrastructures; Socioeconomic factors; Quantitative modeling; Utilities; Seismic effects; Lifeline infrastructure performance; Los Angeles Department of Water and Power (LADWP)['Andrus, R. D.', 'Stokoe, K. H.', 'Chung, R. M.', 'Bay, J. A.']
Liquefaction Evaluation of Densified Sand at Approach to Pier 1 on Treasure Island, California, Using SASW Method.
October 1998, 84 p.
Identifying Number(s): NISTIR-6230
Keywords: Liquifaction; Sinkholes; California; Earthquake engineering; Treasure Island; Noncohesive soils