Chang, K. C.; Soong, T. T.; Oh, S. T.; Lai, M. L.
Seismic Response of a 2/5 Scale Steel Structure with Added Viscoelastic Dampers.
National Science Foundation, Washington, DC.,
May 17, 1991,
80 p.
Identifying Number(s): NCEER-91-0012
Keywords: ; Dynamic response; Ground motion; Seismic waves; Steel structures; Earthquake resistant structures; Earthquake engineering; Loads (Forces); Viscoelasticity; Structural vibration; Temperature; Mechanical properties; Vibration damping; Seismic effects; Model tests; Mathematical models; Dynamic loads; Deformation; Dynamic structural analysis
Deierlein, G. G.; Hsieh, S. H.; Shen, Y. J.; Abel, J. F.
Nonlinear Analysis of Steel Frames with Semi-Rigid Connections Using the Capacity Spectrum Method.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC.,
July 2, 1991,
92 p.
Keywords: Dynamic response; Steel structures; Earthquake engineering; Case studies; Loads (Forces); Elastic properties; Structural vibration; Joints (Junctions); Finite element method; Structural members; Moments; Capacity Spectrum Method; Structural analysis; Framed structures; Nonlinear systems; Seismic waves
Clark, P. W.; Kelly, J. M.
Experimental Testing of the Resilient-Friction Base Isolation System.
National Science Foundation, Washington, DC.,
July 1990,
162 p.
Identifying Number(s): UCB/EERC-90/10
Keywords: Dynamic response; Bearings; Vibration isolators; Earthquake resistant structures; Dynamic tests; Earthquake engineering; Steel structures; Structural vibration; Earthquakes; Test facilities; Vibration damping; Shear properties; Structural members; Displacement; Resilient-Friction Base Isolator; Structural analysis; Seismic waves
Boroschek, R. L.; Mahin, S. A.
Investigation of the Seismic Response of a Lightly-Damped Torsionally-Coupled Building.
National Science Foundation, Washington, DC.,
December 1991,
277 p.
Identifying Number(s): UCB-EERC-91-18
Keywords: ; Earthquake damage; Dynamic response; Buildings; Steel structures; Earthquake engineering; Case studies; Loads (Forces); Structural vibration; Joints (Junctions); Vibration damping; Torsion; Seismic effects; Structural members; Displacement; Elastic analysis; California; Mathematical models; Structural analysis; Framed structures; Nonlinear systems
Chang, K. C.; Lai, M. L.; Soong, T. T.; Hao, D. S.; Yeh, Y. C.
Seismic Behavior and Design Guidelines for Steel Frame Structures with Added Viscoelastic Dampers.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany.,
May 1, 1993,
138 p.
Identifying Number(s): NCEER-93-0009
Keywords: ; Damping; Buildings; Steel structures; Earthquake engineering; Tests; Viscoelasticity; Seismic design
Grigorian, C. E.; Popov, E. P.
Energy Dissipation with Slotted Bolted Connections.
National Science Foundation, Arlington, VA.; American Iron and Steel Inst., Washington, DC.,
February 1994,
255 p.
Identifying Number(s): UCB/EERC-94/02
Keywords: ; Dynamic response; Buildings; Vibration isolators; Earthquake resistant structures; Earthquake engineering; Loads (Forces); Friction; Steel structures; Test facilities; Displacement; Structural analysis; Bolted joints; Energy dissipation
Proceedings of the 2004 Earthquake Engineering Symposium for Young Researchers. Held in Charleston, South Carolina on August 5-8, 2004.
National Science Foundation, Arlington, VA.,
April 2005,
310 p.
Identifying Number(s): MCEER-05-SP02
Keywords: High damping; Building codes; Ground motions; Earthquake engineering; Steel structures; Meetings; Pipelines; Base isolation devices; Soil dynamics; Structural engineering; Highways; Bridges; Low damping; Seismic loads; Rubber bearings
Teran-Gilmore, A.; Bertero, V. V.; Youssef, N.
Seismic Rehabilitation of Framed Buildings Infilled with Unreinforced Masonry Walls Using Post-Tensioned Steel Braces.
National Science Foundation, Arlington, VA.,
June 1995,
283 p.
Identifying Number(s): UCB/EERC-95/06
Keywords: URM (Unreinforced Masonry); Earthquake resistance; Bracing; Dynamic structural analysis; Steel structures; Dynamic response; Reinforcing steels; Buildings; Masonry; Structural vibration; Earthquake engineering; Mechanical properties; EQGM (Earthquake Ground Motion); Reinforced concrete; Vibration damping; Stiffness; Frame structures; Columns (Supports); Beams (Structural); Retrofitting
Cheng, F. Y.; Ger, J. F.; Li, D.; Yang, J. S.
General Purpose Program for Inelastic Analysis of RC and Steel Building Systems for 3D Static and Dynamic Loads and Seismic Excitations. INRESB-3D-SUPII. Program Listing for PC.
National Science Foundation, Arlington, VA.,
August 1996,
115 p.
Identifying Number(s): STRUCTURAL SER-96-5
Keywords: ; Computer programs; Earthquake engineering; Static loads; Steel structures; Seismic design; FORTRAN; Dynamic loads; Subroutines
Pekcan, G.; Mander, J. B.; Chen, S. S.
Experimental Investigation and Computational Modeling of Seismic Response of a 1:4 Scale Model Steel Structure with a Load Balancing Supplemental Damping System.
Federal Highway Administration, Washington, DC.; National Science Foundation, Arlington, VA.; Federal Emergency Management Agency, Washington, DC.,
April 2, 1999,
220 p.
Identifying Number(s): MCEER-99-0006
Keywords: ; Damping; Steel structures; Earthquake engineering; Seismic design; Structural response; Cables (Rope); Computerized simulation