NEHRP Clearinghouse
displaying 451 - 460 results in total 597
['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)['Yang, J. N.', 'Wu, J. C.', 'Agrawal, A. K.', 'Li, Z.']
Sliding Mode Control for Seismic-Excited Linear and NonLinear Civil Engineering Structures.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., June 21, 1994, 105 p.
Identifying Number(s): NCEER-94-0017
Keywords: Earthquake resistant structures; Structural vibration; Mathematical models; Variable structure system; Dynamic response; Earthquake engineering; Buildings; Robustness (Mathematics); Vibration damping; Active control; Hysteresis; Sliding mode control; Linear systems; Nonlinear systems; Seismic effects; Vibration isolators; Dynamic structural analysis['Abrams, D. P.', 'Calvi, G. M.']
Proceedings of the U.S.-Italy Workshop on Guidelines for Seismic Evaluation and Rehabilitation of Unreinforced Masonry Buildings. Held in Pavia, Italy on June 22-24, 1994.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., July 20, 1994, 300 p.
Keywords: Italy; Failure (Mechanics); Seismic waves; Unreinforced masonry buildings; Photographs; Mathematical models; United States; Buildings; Earthquake engineering; Rehabilitation; Hazards; Meetings; Safety; Historic buidings; International cooperation; Case studies; Architectural design['Reinhorn, A. M.', 'Nagarajaiah, S.', 'Constantinou, M. C.', 'Tsopelas, P.', 'Li, R.']
3D-BASIS-TABS: Version 2.0 Computer Program for Nonlinear Dynamic Analysis of Three Dimensional Base Isolated Structures.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., June 22, 1994, 170 p.
Keywords: 3D-BASIS-TABS computer program; Earthquake resistant structures; Structural vibration; Dynamic response; Buildings; Earthquake engineering; Vibration damping; Stiffness; Computer programs; Vibration isolators; Bearings; Dynamic structural analysis['Wen, Y. K.', 'Hwang, H.', 'Shinozuka, M.']
Development of Reliability-Based Design Criteria for Building under Seismic Load.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., August 1, 1994, 176 p.
Identifying Number(s): NCEER-94-0023
Keywords: Structural engineering; Probability; Earthquake resistant structures; Dynamic loads; Mathematical models; Reliability analysis; Structural design; Reliability-based design; Buildings; Earthquake engineering; Displacement; Nonlinear systems; Building codes; Design criteria; 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['Reinhorn, A. M.', 'Li, C.', 'Constantinou, M. C.']
Experimental and Analytical Investigation of Seismic Retrofit of Structures with Supplemental Damping. Part 1. Fluid Viscous Damping Devices.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., January 3, 1995, 179 p.
Identifying Number(s): NCEER-95-0001
Keywords: ; Reinforced concrete; Mathematical models; Viscous damping; Buildings; Earthquake engineering; Shaking; Displacement; Loads (Forces); Soil mechanics; Dynamic structural analysisKelly, J. M.
Final Report on the International Workshop on the Use of Rubber-Based Bearings for the Earthquake Protection of Buildings. Held in Shantou City, P.R. China on May 17-19, 1994.
National Science Foundation, Arlington, VA., May 1995, 132 p.
Identifying Number(s): UCB/EERC-95/05
Keywords: ; Earthquake resistant structures; Damage prevention; Damping; Dynamic response; Buildings; Earthquake engineering; Meetings; Vibration isolators; Bearings; Seismic isolation; Rubber; Structural analysis['Li, C.', 'Reinhorn, A. M.']
Experimental and Analytical Investigation of Seismic Retrofit of Structures with Supplemental Damping. Part 2. Friction Devices.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., July 6, 1995, 234 p.
Identifying Number(s): NCEER-95-0009
Keywords: Sliding friction; Reinforced concrete; Tables (Data); Shaking; Displacement; Loads (Forces); Control systems; Damping; Mathematical models; Soil mechanisms; Passive control; Retrofitting; Structural design; Graphs (Charts); Buildings; Analytical models; Vibration; Earthquake engineering; Energy dissipation; Passive systems; Dynamic structural analysis