Hidalgo, P. A.; Mayes, R. L.; McNiven, H. D.; Clough, R. W.
Cyclic Loading Tests of Masonry Single Piers. Volume 3. Height to Width Ratio of 0.5.
National Science Foundation, Washington, DC.,
May 1979,
154 p.
Identifying Number(s): UCB/EERC-79/12
Keywords: Shear tests; Buildings; Supports; Earthquake engineering; Loads (Forces); Masonry; Seismic design; Earthquakes; Piers; Cyclic loads; Dynamic structural analysis
Adham, S. A.; Ewing, R. D.
Methodology for Mitigation of Seismic Hazards in Existing Unreinforced Masonry Buildings, Phase 1.
National Science Foundation, Washington, DC. Applied Science and Research Applications.,
March 1978,
93 p.
Identifying Number(s): R-7815-4610
Keywords: Dynamic response; Dynamic structural analysis; Ground motion; Buildings; Earthquake engineering; Earthquake resistant structures; Masonry; Seismic design; Reinforcing materials; Walls; Earth movements; Masonry walls; Mathematical models; Seismic waves
Pique, J.
Damage to Buildings in Lima, October 1974 Earthquake. Seismic Design Decision Analysis.
National Science Foundation, Washington, DC. Applied Science and Research Applications.,
January 1975,
23 p.
Identifying Number(s): INTERNAL STUDY-50
Keywords: Ground motion; Buildings; Damage assessment; Earthquake engineering; Earthquake resistant structures; Masonry; Seismic design; Structural design; Adobe construction; Peru; Concrete construction; Construction materials; Lima (Peru)
Igarashi, A.; Seible, F.; Hegemier, G. A.
Development of the Generated Sequential Displacement Procedure and the Simulated Seismic Testing of the TCCMAR 3-Story In-Plane Walls.
National Science Foundation, Arlington, VA.,
June 1993,
118 p.
Keywords: Damage assessment; Walls; Japan; Earthquake damage; Moments; Degrees of freedom; Algorithms; Structural vibrations; Buildings; Earthquake engineering; Displacement; Deformation; Dynamic structural analysis; Dynamic response; Masonry buildings; Earthquake resistant structures; USA; Loads (Forces); Masonry; Generated Sequential Displacement Test Method; Structural gailure; International cooperation
Porter, M. L.; Sabri, A. A.; Khoury, R. Y.
Plank Diaphragms in Masonry Structures.
National Science Foundation, Arlington, VA.,
August 1993,
74 p.
Keywords: Floors; International cooperation; Damage assessment; Walls; Diaphragms (Mechanics); Japan; Earthquake damage; Reinforcement (Structures); First major event load; Structural failure; Stiffness; Cracks; Buildings; Earthquake engineering; Displacement; Compressive strength; Dynamic response; Masonry buildings; Earthquake resistant structures; Loads (Forces); Masonry; Tensile stress; United States; Concrete slabs
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: Prototypes; Stress strain relations; Earthquake damage; Strain gages; Frames; Shear stresses; Failure modes; Structural failure; Cracks; Algorithms; Infilled panels; Earthquake engineering; Structural components; Reinforced concrete; Displacement; Cyclic loads; Dynamic response; Lateral loads; Cracking (Fracturing); Masonry; Finite element method; Wall loading; Concrete structures; Structural analysis
Mosalam, K. M.; White, R. N.; Gergely, P.
Computational Strategies for Frames with Infill Walls: Discrete and Smeared Crack Analyses and Seismic Fragility.
National Science Foundation, Arlington, VA.,
December 31, 1997,
188 p.
Identifying Number(s): NCEER-97-0021
Keywords: ; Buildings; Earthquake engineering; Cracking (Fracturing); Masonry; Seismic design; Finite element analysis; Walls; Mathematical models; Concrete blocks
Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings. Basic Procedures Manual.
Federal Emergency Management Agency, Washington, DC.,
January 1998,
270 p.
Keywords: ; Damage; Buildings; Masonry; Earthquakes; Evaluation; Walls; Stability; Safety; Concrete blocks; Procedures manual
Fattal, S. G.
Strength of Partially-Grouted Masonry Shear Walls under Lateral Loads.
June 1993,
76 p.
Identifying Number(s): NISTIR-5147
Keywords: ; Shear tests; Buildings; Earthquake engineering; Cracking (Fracturing); Masonry; Lateral pressure; Seismic design; Walls; Mathematical models
Fattal, S. G.
Effect of Critical Parameters on the Behavior of Partially-Grouted Masonry Shear Walls under Lateral Loads.
June 1993,
50 p.
Identifying Number(s): NISTIR-5116
Keywords: ; Ultimate strength; Research management; Building codes; Earthquake engineering; Loads (Forces); Masonry; Lateral pressure; Seismic design; Walls; Design standards; Shear stress