O'Rourke, T. D.; Trautmann, C. H.
Analytical Modeling of Buried Pipeline Response to Permanent Earthquake Displacements.
National Science Foundation, Washington, DC. Engineering and Applied Science.,
July 1980,
102 p.
Identifying Number(s): GER-80-4
Keywords: Dynamic response; Ground motion; Damage assessment; Earthquake engineering; Pipelines; Earthquakes; Soil structure interactions; Flexible couplings; Finite element analysis; Pipe joints; Subsurface structures; Seismic waves
Ishizuka, M.; Fu, K. S.; Yao, J. T. P.
Inexact Inference for Rule-Based Damage Assessment of Existing Structures.
National Science Foundation, Washington, DC.,
February 1981,
23 p.
Identifying Number(s): CE-STR-81-5
Keywords: Fuzzy sets; Damage assessment; Earthquake engineering; Earthquake resistant structures; Uncertainty theory; Mathematical analysis; Network flows
Ishizuka, M.; Fu, K. S.; Yao, J. T. P.
SPERIL I - Computer Based Structural Damage Assessment System.
National Science Foundation, Washington, DC.,
November 1981,
44 p.
Identifying Number(s): CE-STR-81-36
Keywords: SPERIL computer program; Ground motion; Fuzzy sets; Damage assessment; Computer programs; Earthquakes; Probability theory; Decision making; Structures; Structural analysis
Munroe, T.; Blair, C.
Economic Impact in Seismic Design Decision Analysis: A Preliminary Investigation.
National Science Foundation, Washington, D.C. Research Applied to National Needs.,
June 1975,
100 p.
Identifying Number(s): MIT-CE-R75-25
Keywords: Economic impact; Ground motion; Buildings; Damage assessment; Earthquake engineering; Boston (Massachusetts); San Francisco (California); Earthquake resistant structures; Seismic design; Seismic design decision analysis; Earthquakes; Decision making; Puget Sound; Benefit cost analysis; Seismic risk
Isenberg, J.; Wright, J. P.
Survey of Existing Underground Water Pipelines with Emphasis on Their Seismic Resistance.
National Science Foundation, Washington, D.C. Research Applied to National Needs.,
July 1, 1977,
31 p.
Identifying Number(s): IR-1
Keywords: Damage assessment; Earthquake engineering; Earthquake resistant structures; Risk analysis; Pipelines; Earthquakes; Piping systems; Pipe joints; Subsurface structures; Questionnaires; Seismic risk
O'Rourke, T. D.; Palmer, M. C.
Feasibility Study of Replacement Procedures and Earthquake Performance Related to Gas Transmission Pipelines.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany.,
May 25, 1994,
178 p.
Identifying Number(s): NCEER-94-0012
Keywords: ; Welded joints; Damage assessment; Risk assessment; Earthquake engineering; Seismic design; Replacing; Natural gas pipelines; Feasibility; Liquefaction (Soils)
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
Anagnos, T.; Rojahn, C.; Kiremidjian, A. S.
NCEER-ATC Joint Study on Fragility of Buildings.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany.,
January 20, 1995,
120 p.
Identifying Number(s): NCEER-95-0003
Keywords: ; Earthquake damage; Ground motion; Damage assessment; Buildings; Earthquake engineering; Fragility; Structural failure; Seismic effects; Structural response; Load carrying capacity; Structural reliability
Huo, J. R.; Hwang, H. H. M.
Seismic Fragility Analysis of Equipment and Structures in a Memphis Electric Substation.
National Science Foundation, Arlington, VA. Buffalo, NY.; New York State Science and Technology Foundation, Albany.,
August 10, 1995,
170 p.
Identifying Number(s): NCEER-95-0014
Keywords: Performance evaluation; Hazards; Seismic response; Damage assessment; Power substations; Soil-structure interactions; Electric utlities; Capacitors; Earthquake damage; Lightning arresters; Switches; Circuit breakers; Ground motion; Electrical equipment; Transformers; Earthquake engineering; Seismic effects; Seismic waves; New Madrid Seismic Zone; Fragility analysis; Voltage regulators; Memphis (Tennessee); Potheats