NEHRP Clearinghouse
displaying 1 - 10 results in total 13
Liou, D. D. N.; Penzien, J.
Seismic Analysis of an Offshore Structure Supported on Pile Foundations.
Standard Oil Co. of California, San Francisco.; National Science Foundation, Washington, D.C., November 1977, 116 p.
Identifying Number(s): UCB/EERC-77/25
Keywords: Elastic theory; Offshore structures; Equations of motion; Mathematical models; Earth movements; Ground motion; Earthquake engineering; Soil dynamics; Pile foundations; Seismic response; Foundation structure interactions; EarthquakesRaupach, E.; Schumacker, B.; Biggs, J. M.
Flexible Sub-Surface Building-Foundation Interfaces for Aseismic Design (Preliminary Studies).
National Science Foundation, Washington, DC., April 1981, 138 p.
Identifying Number(s): R81-8
Keywords: Seismic design; Earthquake resistant structures; Structural design; Dynamic response; Ground motion; Earthquake engineering; Buildings; Lateral stability; Pile foundations; Soil structure interactions; Flexible foundations; Design criteria; EarthquakesKagawa, T.
Seismic Soil-Pile-Structure Interaction, Pile Groups.
National Science Foundation, Washington, DC., August 1981, 86 p.
Keywords: Soil pile interactions; Earthquake resistant structures; Soils; Pile structures; Computer applications; Dynamic response; Earthquake engineering; Soil dynamics; Pile foundations; Earthquakes; Lateral pressureTsai, C. F.; Scott, R.; Steussy, D.
Full-Scale Pile Vibration Tests.
National Science Foundation, Washington, DC., December 1981, 125 p.
Keywords: Dynamic loads; Pile soil interactions; Field tests; Pile structures; Forced vibration; Earthquake engineering; Resonant frequency; Liquefaction (Soils); Pile foundations; Soil properties; Sands; EarthquakesBiggs, J. M.
Flexible Sleeved-Pile Foundations for Aseismic Design.
National Science Foundation, Washington, DC., March 1982, 74 p.
Identifying Number(s): R82-04
Keywords: Seismic design; Earthquake resistant structures; Structural design; Dynamic response; Ground motion; Earthquake engineering; Buildings; Pile foundations; Soil structure interactions; Dynamic structural analysisKaynia, A. M.; Kausel, E.
Dynamic Stiffness and Seismic Response of Pile Groups.
National Science Foundation, Washington, DC., January 1982, 131 p.
Identifying Number(s): MIT-CE-R82-03
Keywords: Earthquake resistant structures; Stiffness methods; Pile soil interactions; Pile structures; Dynamic response; Ground motion; Earthquake engineering; Soil properties; Pile foundations; Dynamic structural analysisVeletsos, A. S.; Dotson, K. W.
Vertical and Torsional Vibration of Foundations in Inhomogeneous Media.
National Science Foundation, Washington, DC., June 1, 1987, 43 p.
Identifying Number(s): NCEER-87-0010
Keywords: ; Harmonic functions; Vibration; Earthquake engineering; Pile foundations; Layers; Soil horizons; Soil mechanicsMamoon, S. M.; Banerjee, P. K.; Ahmad, S.
Seismic Response of Pile Foundations.
National Science Foundation, Washington, DC., November 1, 1988, 58 p.
Identifying Number(s): NCEER-88-0034
Keywords: ; Subsurface structures; Motion studies; Graphs (Charts); Dynamic response; Mechanical properties; Soil dynamics; Pile foundations; Foundations; Loads (Forces); Soil mechanics; Earthquakes; Dynamic structural analysisGazetas, G.; Fan, K.; Kaynia, A.; Kausel, E.
Dynamic Interaction Factors for Floating Pile Groups.
National Science Foundation, Washington, DC., September 10, 1990, 87 p.
Identifying Number(s): NCEER-90-0021
Keywords: Seismic design; Graphs (Charts); Earthquake engineering; Pile foundations; Soil-structure interactions; Dynamic structural analysisO'Rourke, T. D.; Hamada, M.
Proceedings from the Japan-U.S. Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction (3rd). Held in San Francisco, California, on December 17-19, 1990.
National Science Foundation, Washington, DC., February 1, 1991, 657 p.
Identifying Number(s): NCEER-91-001
Keywords: ; Earthquake resistant structures; Deformation; Design; Earthquake damage; Earthquake engineering; Meetings; Buckling; Displacement; Soil liquefaction; Pile foundations; Vibration isolators; Pipelines