NEHRP Clearinghouse

displaying 1 - 10 results in total 14

['Porter, M. L.', 'Sabri, A. A.', 'Khoury, R. Y.']
Plank Diaphragms in Masonry Structures.
National Science Foundation, Arlington, VA., August 1993, 74 p.
Keywords: Displacement; International cooperation; Loads (Forces); Damage assessment; Concrete slabs; Tensile stress; First major event load; Masonry; Earthquake resistant structures; Structural failure; Earthquake damage; Buildings; Cracks; Stiffness; Japan; Compressive strength; Floors; Walls; United States; Dynamic response; Earthquake engineering; Masonry buildings; Diaphragms (Mechanics); Reinforcement (Structures)
['Seible, F.', 'Hegemier, G. A.', 'Priestley, M. J. N.', 'Kingsley, G. R.', 'Kurkchubasche, A. G.', 'Igarashi, A.']
U.S.-TCCMAR 5-Story Full-Scale Masonry Research Building Test. Preliminary Report.
National Science Foundation, Arlington, VA., October 1992, 68 p.
Keywords: Construction materials; Displacement; International cooperation; Damage assessment; Concrete slabs; Ductility; Masonry; Earthquake resistant structures; Structural vibration; Structural failure; Earthquake damage; Buildings; Structural design criteria; Cracks; Japan; Walls; United States; Dynamic response; Earthquake engineering; Masonry buildings; Reinforcement (Structures)
['Mehrabi, A. B.', 'Shing, P. B.', 'Schuller, M. P.', 'Noland, J. L.']
Performance of Masonry-Infilled R/C Frames under In-Plane Lateral Loads.
National Science Foundation, Arlington, VA., October 1994, 272 p.
Identifying Number(s): CU/SR-94/6
Keywords: Infilled panels; Reinforced concrete; Lateral loads; Prototypes; Displacement; Shear stresses; Cyclic loads; Masonry; Finite element method; Failure modes; Strain gages; Stress strain relations; Structural failure; Algorithms; Earthquake damage; Concrete structures; Cracks; Structural components; Wall loading; Structural analysis; Cracking (Fracturing); Frames; Dynamic response; Earthquake engineering
['Hwang, H. H. M.', 'Huo, J. R.']
Generation of Hazard-Consistent Fragility Curves for Seismic Loss Estimation Studies.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., June 14, 1994, 180 p.
Keywords: Damage assessment; Structural failure; Mathematical models; Earthquake damage; Earthquake engineering; Hazards; Fragility curves; Damage probability matrix; Estimation; Soil structure interactions; Nonlinear systems; Building codes; Soil mechanics; Earthquakes; Structural analysis
['Wadia-Fascetti, S.', 'Smith, H. A.']
Adaptive Dynamic Analysis Considering Structural Lifespan: An Approach Based on Fuzzy Mathematics.
National Science Foundation, Arlington, VA.; Shimizu Corp., Tokyo (Japan). Ohsaki Research Inst., August 1994, 171 p.
Keywords: Fuzzy sets; Degradation; Structural engineering; Structural vibration; Structural failure; Earthquake damage; Dynamic response; Earthquake engineering; Uncertainty; Stiffness; Calibration; Structural response; Adaptive dynamic analysis; Errors; Structural analysis
['Anagnos, T.', 'Rojahn, C.', 'Kiremidjian, A. S.']
NCEER-ATC Joint Study on Fragility of Buildings.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., January 20, 1995, 120 p.
Identifying Number(s): NCEER-95-0003
Keywords: ; Fragility; Damage assessment; Structural failure; Structural reliability; Load carrying capacity; Earthquake damage; Buildings; Earthquake engineering; Ground motion; Structural response; Seismic effects
['Pekcan, G.', 'Mander, J. B.', 'Chen, S. S.']
Experimental and Analytical Study of Low-Cycle Fatigue Behavior of Semi-Rigid Top-And-Seat Angle Connections.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., January 5, 1995, 129 p.
Identifying Number(s): NCEER-95-0002
Keywords: ; Structural engineering; Earthquake resistant structures; Steel structures; Structural failure; Fatigue life; Construction materials; Dynamic response; Earthquake engineering; Fatigue (Materials); Connectors; Cyclic loads; Loads (Forces); Structural analysis
['Singhal, A.', 'Kiremidjian, A. S.']
Method for Developing Motion Damage Relationships for Reinforced Concrete Frames, May 1995.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., May 11, 1995, 124 p.
Keywords: ; Earthquake resistant structures; Reinforced concrete; Structural failure; Matrices (Mathematics); Mathematical models; Earthquake damage; Dynamic response; Ground motion; Concrete structures; Earthquake engineering; Structural components
['Costley, A. C.', 'Abrams, D. P.']
Dynamic Response of Unreinforced Masonry Buildings with Flexible Diaphragms.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA., October 10, 1996, 326 p.
Keywords: Seismic design; Framed structures; Flexibility; Displacement; Soil-structure interactions; Damage assessment; Shear walls; Nonlinear systems; Masonry; Structural vibration; Structural failure; Retrofitting; Earthquake damage; Buildings; Seismic effects; Vibration tests; Model tests; Dynamic response; Earthquake engineering; Nonlinear dynamics; Diaphragms (Mechanics); Dynamic structural analysis
['Singhal, A.', 'Kiremidjian, A. S.']
Method for Earthquake Motion-Damage Relationships with Application to Reinforced Concrete Frames.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA., September 10, 1997, 256 p.
Keywords: ; Reinforced concrete; Sensitivity analysis; Gaussian processes; Soil-structure interactions; Fragility; Damage assessment; Bayes theorem; Mathematical models; Autoregressive processes; Probability; Structural failure; Earthquake damage; Concrete structures; Monte Carlo method; Seismic effects; Structural components; Frames; Dynamic response; Ground motion; Earthquake engineering