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displaying 1 - 4 results in total 4
Popov, E. P.; Stephen, R. M.
Tensile Capacity of Partial Penetration Welds.
National Science Foundation, Washington, D.C.; American Iron and Steel Inst., Washington, D.C., October 1976, 40 p.
Identifying Number(s): EERC-76-28
Keywords: ; Steel construction; Earthquake resistant structures; Failure; Steel structures; Tension tests; Frames structures; Welded joints; Tensile strength; PenetrationKratky, R. G.; Salvadori, M. G.
Strength and Dynamic Characteristics of Mechanically Jointed Cast-Iron Water Pipelines.
National Science Foundation, Washington, D.C. Applied Science and Research Applications., June 1978, 48 p.
Keywords: Earth movements; Stress analysis; Tensile strength; Cast iron; Subsurface structures; Bolted joints; Rubber gaskets; Earthquake resistant structures; Water pipes; Metal pipe; Water pipelines; Piping systems; Pipe joints; Failure; Earthquake engineering; Bending moments; Elastic properties; Pipelines; Earthquakes; Dynamic structural analysisKratky, R. G.; Salvadori, M. G.
Strength and Dynamic Characteristics of Gasket-Jointed Concrete Water Pipelines.
National Science Foundation, Washington, D.C. Applied Science and Research Applications., June 1978, 291 p.
Keywords: Pipe joints; Tensile strength; Prestressed concrete; Earthquake resistant structures; Water pipes; Gaskets; Failure; Subsurface structures; Earth movements; Concrete pipes; Earthquake engineering; Water pipelines; Stress analysis; Piping systems; Pipelines; Earthquakes; Dynamic structural analysisGergely, P.; White, R. N.; Frenay, J. W.; Reinhardt, H. W.
Cooperative Research between Institutions in the Netherlands and the U.S.A.: Concrete Mechanics.
National Science Foundation, Washington, DC., March 1984, 166 p.
Keywords: Creep properties; Earthquake resistant structures; Dynamic loads; Reinforced concrete; Mathematical models; Tension; Concretes; Shear properties; Earthquake engineering; Meetings; Cyclic loads; Concrete-reinforcement bonds; Tensile strength; Fracture (Materials); Dynamic structural analysis