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displaying 41 - 50 results in
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Blondet, M.; Mayes, R. L.
Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 3. Walls No. 8, 9, 10, and 11 (Group 2).
National Science Foundation, Washington, DC., April 1991, 309 p.
Identifying Number(s): REPT-3.2(B2)-VOL-3
Keywords: ; Experimental data; Walls; Earth movements; Clays; Construction joints; Earthquake damage; Reinforcement (Structures); Earthquakes; Moments; Bending; Earthquake engineering; Mechanical properties; Deflection; Seismic effects; Displacement; Bricks; Dynamic response; Dynamic structural analysis; Dynamic tests; Loads (Forces); MasonryBlondet, M.; Mayes, R. L.
Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 4. Walls No. 3, 5 and 7 (Group 3).
National Science Foundation, Washington, DC., April 1991, 255 p.
Identifying Number(s): REPT-3.2(B2)-VOL-4
Keywords: ; Experimental data; Walls; Earth movements; Clays; Construction joints; Earthquake damage; Reinforcement (Structures); Earthquakes; Moments; Bending; Earthquake engineering; Mechanical properties; Deflection; Seismic effects; Displacement; Bricks; Dynamic response; Dynamic structural analysis; Dynamic tests; Loads (Forces); MasonryKariotis, J. C.; Waqfi, O. M.
Trial Designs Made in Accordance with Tentative Limit States Design Standards for Reinforced Masonry Buildings.
National Science Foundation, Washington, DC., February 1992, 242 p.
Identifying Number(s): REPT-9.1-2
Keywords: ; Earthquake damage; Damping; Buildings; Reinforcement (Structures); Earthquake engineering; Loads (Forces); Masonry; Structural design; Mechanical properties; Walls; Stiffness; Structural members; Moments; Displacement; Earth movements; Seismic effects; Design standards; Mathematical models; DeformationHart, G. C.; Englekirk, R. E.; Srinivasan, M.; Huang, S. C.; Drag, D. J.
Seismic Performance Study TMS Shopping Center: Elastic Time History Analysis Using SAP90.
National Science Foundation, Washington, DC., February 1992, 42 p.
Identifying Number(s): EKEH-2.1-9
Keywords: ; Ground motion; Buildings; Earthquake engineering; Seismographs; Masonry; Seismic design; History; Shopping centers; California; Japan; Computerized simulationScrivener, J. C.
Summary of Findings of Cyclic Shear Tests on Masonry Piers.
National Science Foundation, Washington, DC., June 1986, 12 p.
Identifying Number(s): REPT-3.1(A)-1
Keywords: ; Shear tests; Dynamic structural analysis; Reinforcement (Structures); Masonry; Mechanical properties; Test facilities; Displacement; Piers; Mechanical tests; Concrete blocks; BricksPorter, M. L.; Sabri, A. A.
Plank Diaphragm Characteristics.
National Science Foundation, Washington, DC., July 1990, 238 p.
Identifying Number(s): REPT-5.1-1
Keywords: ; Prestressed concrete; Buildings; Earthquake engineering; Masonry; Lateral pressure; Seismic design; Diaphragms (Mechanics); Concrete slabsPorter, M. L.; Yeomans, F. S.; Johnson, A. W.
Assembly of Existing Diaphragm Data.
National Science Foundation, Washington, DC., July 1990, 154 p.
Identifying Number(s): REPT-5.2-1
Keywords: ; Research management; Buildings; Earthquake engineering; Masonry; Seismic design; Diaphragms (Mechanics); Wind loads; Concrete slabsSarin, R. K.
Risk Management Policy for Earthquake Hazard Reduction: Alternative Risk Management Policies for State and Local Governments.
National Science Foundation, Washington, DC., May 1982, 94 p.
Identifying Number(s): UCLA-ENG-8244
Keywords: Los Angeles (California); Buildings; Regulations; Earthquake engineering; Earthquake resistant structures; Risk; Risk analysis; Masonry; Decision making; Seismic risks; Ordinances; California; Management planning; RenovatingHawkins, N. M.; Burke, P.
Seismic Hazards in Unreinforced Masonry Buildings in Small Towns in the Pacific Northwest. Findings on the Structural Conditions of Unreinforced Masonry Buildings in Seven Study Towns.
National Science Foundation, Washington, DC. Directorate for Engineering., April 15, 1985, 95 p.
Keywords: Hazards; Buildings; Building codes; Earthquake engineering; Brick structures; Earthquake resistant structures; Masonry; Safety factors; Earthquakes; Seismic effectsHidalgo, P. A.; Mayes, R. L.; McNiven, H. D.; Clough, R. W.
Cyclic Loading Tests of Masonry Single Piers. Volume 1: Height to Width Ratio of 2.
National Science Foundation, Washington, DC., November 1978, 142 p.
Identifying Number(s): UCB/EERC-78/27
Keywords: Shear tests; Buildings; Earthquake engineering; Loads (Forces); Masonry; Earthquakes; Piers; Cyclic loads; Dynamic structural analysis