NEHRP Clearinghouse
displaying 11 - 20 results in total 720
Veneziano, D.
Probabilistic and Statistical Models for Seismic Risk Analysis.
National Science Foundation, Washington, D.C. Research Applied to National Needs., July 1975, 156 p.
Identifying Number(s): MIT-CE-R75-34
Keywords: Probability theory; Seismic design; Damage assessment; Earthquake resistant structures; Massachusetts; Seismic risk; Earth movements; Ground motion; Earthquake engineering; Buildings; Risk; Nuclear power plants; Seismic design decision analysis; Earthquakes['Larrabee, R. D.', 'Whitman, R. V.']
Costs of Reinforcing Existing Buildings and Constructing New Buildings to Meet Earthquake Codes.
National Science Foundation, Washington, D.C. Research Applied to National Needs., June 1976, 90 p.
Identifying Number(s): MIT-CE-R76-25
Keywords: Seismic design; Earthquake resistant structures; Safety factor; Seismic risk; Ground motion; Earthquake engineering; Buildings; Economic analysis; Economic impact; Construction costs; Building codes; Seismic design decision analysis; Design criteria['Ray, D.', 'Pister, K. S.', 'Polak, E.']
Sensitivity Analysis for Hysteretic Dynamic Systems: Theory and Applications.
National Science Foundation, Washington, D.C., February 1976, 62 p.
Identifying Number(s): EERC-76-12
Keywords: Earthquake resistant structures; Sensitivity analysis; Mechanical hysteresis; Earth movements; Dynamic response; Buildings; Earthquake engineering; Ground motion; Vector analysis; Design criteria; Earthquakes; Dynamic structural analysis['Aristizabal-Ochoa, J. D.', 'Sozen, M. A.']
Behavior of Ten-Story Reinforced Concrete Walls Subjected to Earthquake Motions.
National Science Foundation, Washington, D.C., October 1976, 397 p.
Identifying Number(s): ['UILU-ENG-76-2017', 'STRUCTURAL RESEARCH SER-431']
Keywords: Earthquake resistant structures; Reinforced concrete; Walls; Dynamic response; Buildings; Earthquake engineering; Ground motion; Earth movement; Earthquakes; Dynamic structural analysis['Popov, E. P.', 'Stephen, R. M.']
Tensile Capacity of Partial Penetration Welds.
National Science Foundation, Washington, D.C.; American Iron and Steel Inst., Washington, D.C., October 1976, 40 p.
Identifying Number(s): EERC-76-28
Keywords: ; Steel construction; Earthquake resistant structures; Failure; Steel structures; Tension tests; Frames structures; Welded joints; Tensile strength; Penetration['Mayes, R. L.', 'Omote, Y.', 'Clough, R. W.']
Cyclic Shear Tests of Masonry Piers. Volume I. Test Results.
National Science Foundation, Washington, D.C., May 1976, 108 p.
Identifying Number(s): EERC-76-8
Keywords: Masonry; Earthquake resistant structures; Shear walls; Construction materials; Buildings; Earthquake engineering; Building piers; Bearing stress; Shear tests; Cyclic loads; Piers; Reinforcement (Structures)['Klingner, R. E.', 'Bertero, V. V.']
Infilled Frames in Earthquake-Resistant Construction.
National Science Foundation, Washington, D.C., December 1976, 292 p.
Identifying Number(s): EERC-76-32
Keywords: ANSRI computer program; Grout; Earthquake resistant structures; Reinforced concrete; Framed structures; Columns (Supports); Computer programs; Earthquake engineering; Shear stress; Cyclic loads; Infilled frames; Concrete constructionLearning from Earthquakes. 1977 Planning and Field Guides.
National Science Foundation, Washington, D.C. Research Applied to National Needs., January 1977, 221 p.
Keywords: Regional planning; Earthquake resistant structures; Field guides; Risk analysis; Investigations; Seismic risk; Buildings; Earthquake engineering; Hazards; Soil dynamics; Dynamic structural analysis['Krishnamoorthy, G.', 'Ho, C. H.', 'Nunn, R.']
Earthquake Response and Damage Prediction of Reinforced Concrete Masonry Multistory Buildings: Modification of NONSAP for Kinematic Input.
National Science Foundation, Washington, D.C. Research Applied to National Needs., August 1975, 33 p.
Identifying Number(s): AMES-NSF-TR-75-3
Keywords: Earthquake resistant structures; Reinforced concrete; Kinematics; NONSAP computer program; Numerical integration; Finite element analysis; Buildings; Dynamic response; Computer programming; Earthquakes; Dynamic structural analysis['Mahin, S. A.', 'Bertero, V. V.', 'Chopra, A. K.', 'Collins, R. G.']
Response of the Olive View Hospital Main Building During the San Fernando Earthquake.
National Science Foundation, Washington, D.C., October 1976, 320 p.
Identifying Number(s): EERC-76-22
Keywords: Earthquake resistant structures; Seismic waves; Earth movements; San Fernando earthquake; Earthquake engineering; Ground motion; Design standards; Hospitals; Concrete construction; Earthquakes; Dynamic structural analysis