Constantinou, M. C.; Soong, T. T.; Dargush, G. F.
Passive Energy Dissipation Systems for Structural Design and Retrofit.
National Science Foundation, Arlington, VA.; New York State Government, Albany.; Federal Highway Administration, Washington, DC.; Federal Emergency Management Agency, Washington, DC.,
cJuly 31, 1998,
324 p.
Identifying Number(s): ['MCEER-MONO-1', 'ISBN-0-9656682-1-5']
Keywords: ; Passive systems; Energy dissipation; Energy absorbers; Ground motion; Earthquake engineering; Visoelastic damping; Hysteresis; Seismic design; Structural design; Vibration damping; Dampers; Nonlinear analysis; Mathematical models; Structural memebers; Retrofitting
Berman, J.; Warn, G.; Whittaker, A.; Bruneau, M.
Engineering and Organizational Issues Related to The World Trade Center Terrorist Attack. Volume 2: Reconnaissance and Preliminary Assessment of a Damaged Building Near Ground Zero.
April 2002,
40 p.
Keywords: Ground Zero; Terrorism; Buildings; Damage assessment; Earthquake engineering; Linear analysis; Collapse; Multidisciplinary teams; New York; Research; Reconnaissance; Gravity loads; World Trade Center; Attack; Infrastructure; Nonlinear analysis; Structural analysis; Debris
Aziz, T. S.
Inelastic Dynamic Analysis of Building Frames.
National Science Foundation, Washington, DC. Applied Science and Research Applications.,
August 1976,
230 p.
Identifying Number(s): R76-37
Keywords: Dynamic response; Ground motion; Buildings; Elastic properties; Earthquake engineering; Theses; Mechanical hysteresis; Earthquakes; Soil structure interactions; Nonlinear analysis; Dynamic loads; Framed structures; Dynamic structural analysis
Aktan, A. E.; Miller, R.; Shahrooz, B.; Zwick, M.; Heckenmueller, M.; Ho, I.; Hrinko, W.; Toksoy, T.
Nondestructive and Destructive Testing of a Reinforced Concrete Slab Bridge and Associated Analytical Studies.
Federal Highway Administration, Washington, DC.; Ohio Dept. of Transportation, Columbus.; National Science Foundation, Washington, DC.,
December 1992,
350 p.
Identifying Number(s): UC-CII-92-02
Keywords: ; Bridge inspection; Loads (Forces); Reinforced concrete; Finite element analysis; Destructive tests; Nonlinear analysis; Moments; Bridge tests; Concrete structures; Bridge failures; Structural analysis; Bridge maintenance; Load bearing tests; Nondestructive tests
Nagarajaiah, S.; Reinhorn, A. M.; Constantinou, M. C.
Nonlinear Dynamic Analysis of Three-Dimensional Base Isolated Structures (3D-BASIS).
National Science Foundation, Washington, DC.,
August 3, 1989,
132 p.
Identifying Number(s): NCEER-89-0019
Keywords: Dynamic response; Ground motion; Buildings; Earthquake engineering; Earthquake resistant structures; Base isolation; 3D-BASIS computer program; Seismic effects; Nonlinear analysis; Mathematical models
Mark, K. M. S.
Nonlinear Dynamic Response of Reinforced Concrete Frames.
National Science Foundation, Washington, DC. Engineering and Applied Science.,
August 1976,
268 p.
Identifying Number(s): R76-38
Keywords: Dynamic response; Buildings; Static loads; Earthquake engineering; Earthquake resistant structures; Theses; Earthquakes; Reinforced concrete; Nonlinear analysis; Framed structures; Stress strain diagrams; Dynamic structural analysis
Srivastav, S.; Abel, J. F.
Design of a Modular Program for Transient Nonlinear Analysis of Large 3-D Building Structures.
National Science Foundation, Washington, DC.,
December 30, 1987,
82 p.
Identifying Number(s): NCEER-87-0027
Keywords: Buildings; Earthquake engineering; Nonlinear analysis; Structural members; Structural models; Computerized simulation; Mathematical models; Seismology; Structural analysis
Reinhorn, A. M.; Madan, A.; Valles, R. E.; Reichmann, Y.; Mander, J. B.
Modeling of Masonry Infill Panels for Structural Analysis.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany.,
December 8, 1995,
86 p.
Identifying Number(s): NCEER-95-0018
Keywords: ; Dynamic response; Ground motion; Seismic waves; Static loads; Hysteresis; Cracking (Fracturing); Earthquake damage; Structural vibration; Mechanical properties; Seismic effects; Stiffness; Structural members; Nonlinear analysis; Concrete structures; Mathematical models; Cyclic loads; Seismic loads; Dynamic structural analysis
Kaya, I.; McNiven, H. D.
Investigation of the Nonlinear Characteristics of a Three Story Steel Frame Using System Identification.
National Science Foundation, Washington, DC.,
December 1978,
97 p.
Identifying Number(s): UCB/EERC-78/25
Keywords: Dynamic response; Systems identification; Computer programming; Buildings; Earthquake engineering; Earthquake resistant structures; Mechanical hysteresis; Seismic design; Frames; Nonlinear analysis; Steel construction; Mathematical models
Wang, P. T.; Shah, S. P.; Naaman, A. E.
Complete Stress-Strain Curve of Concrete and Its Effect on Ductility of Reinforced Concrete Members.
National Science Foundation, Washington, D.C.,
October 1977,
276 p.
Identifying Number(s): 77-2
Keywords: Computer programs; Earthquake engineering; Reinforcing steels; Loads (Forces); Reinforced concrete; Nonlinear analysis; Compressive strength; Stress strain diagrams; Ductility