PoLam, I.; Kapuskar, M.; Chaudhuri, D.
Modeling of Pile Footings and Drilled Shafts for Seismic Design.
Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, Washington, DC.,
December 21, 1998,
162 p.
Keywords: Bridge foundations; Highway bridges; Seismic design; Lateral pressure; Soil structure interactions; Drilled shafts; Pile foundations; Bridges (Structures); Earthquake engineerinig
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
Bedell, R. J.; Abrams, D. P.
Scale Relationships of Concrete Columns.
National Science Foundation, Washington, DC.,
January 1983,
142 p.
Identifying Number(s): STRUCTURAL RESEARCH SER-8302
Keywords: Dynamic response; Ground motion; Buildings; Computer programs; Earthquake engineering; Earthquake resistant structures; Lateral pressure; Reinforced concrete; Concrete construction; Dynamic structural analysis
Hejal, R.; Chopra, A. K.
Earthquake Response of Torsionally-Coupled Buildings.
National Science Foundation, Washington, DC.,
December 1987,
354 p.
Identifying Number(s): UCB/EERC-87/20
Keywords: Earthquake engineering; Lateral pressure; Static structural analysis; Stiffness; Elastic analysis; Response spectra; Eccentricity; Framed structures; Shear modulus
Hart, G. C.; Zorapapel, G. T.
Reliability of Concrete Masonry Wall Structures.
National Science Foundation, Washington, DC.,
December 1991,
232 p.
Identifying Number(s): REPT-8.2-1
Keywords: ; Reliability; Research management; Earthquake engineering; Masonry; Seismic design; Lateral pressure; Walls; Concrete structures; Axial stress
Angel, R.; Abrams, D.; Shapiro, D.; Uzarski, J.; Webster, M.
Behavior of Reinforced Concrete Frames with Masonry Infills (September 1990-February 1994).
National Science Foundation, Arlington, VA.,
March 1994,
206 p.
Identifying Number(s): UILU-ENG-94-2005
Keywords: ; Earthquake engineering; Cracking (Fracturing); Masonry; Lateral pressure; Mechanical properties; Structural clay products; Framed structures; Bricks
Aycardi, L. E.; Mander, J. B.; Reinhorn, A. M.
Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads: Part 2. Experimental Performance of Subassemblages.
New York State Science and Technology Foundation, Albany.; National Science Foundation, Washington, DC.,
December 1, 1992,
163 p.
Identifying Number(s): NCEER-92-0028
Keywords: ; Ground motion; Buildings; Earthquake engineering; Seismic design; Lateral pressure; Soil structure interactions; Reinforced concrete; Columns (Supports); Scale models; Lap joints; Mathematical models; Subassemblies; Framed structures; Cyclic loads; Retrofitting
Kusumastuti, D.; Reinhorn, A. M.; Rutenberg, A.
Versatile Experimentation Model for Study of Structures Near Collapse Applied to Seismic Evaluation of Irregular Structures.
National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program.,
March 31, 2005,
283 p.
Identifying Number(s): MCEER-05-0002
Keywords: Ground motion; Buildings; Earthquake engineering; Collapse; Seismic design; Lateral pressure; Accelerograms; Irregular buildings; Hospitals; Dynamic structural response
Harr, M. E.
Static and Seismic Lateral Pressures on Earth Retaining Structures - Appendices.
National Science Foundation, Washington, DC.,
October 1982,
140 p.
Keywords: MDMEP computer program; Computer programs; Earthquakes; Earth pressure; Lateral pressure; Foundations; Earth fills; Dynamic pressure; Structures; Static pressure; Statistical data