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A computational constitutive model for concrete subjected to large strains, high strain rates, and high pressures.pdf
- A computational constitutive model for concrete subjected to large strains, high strain rates, and high pressuresA computational constitutive model for concrete subjected to large strains, high strain rates, and high pressuresA computational constitutive model for concrete subjected to large strains, high strain rates, and high pressures
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A constitutive model and data for metals subjected to large strains, high strain rates and high temperatures.pdf
- A constitutive model and data for metals subjected to large strains, high strain rates and high temperaturesA constitutive model and data for metals subjected to large strains, high strain rates and high temperaturesA constitutive model and data for metals subjected to large strains, high strain rates and high temperatures
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Structural Stability of a Stiffened Aluminum Fuselage Panel Subjected to Combined Mechanical And Internal Pressure Loads.pdf
- 1AmericanInstitute AstronauticsIntroductionThestructural stability aircraftfuselage struc-tures subj
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ACI 215R-74 Considerations for Design of Concrete Structures Subjected to Fatigue Loading 遭受疲劳荷载的混凝土结构设计注意事项.pdf
- ACI 215R-74 Considerations for Design of Concrete Structures Subjected to Fatigue Loading 遭受疲劳荷载的混凝土结构设计注意事项ACI 215R-74 Considerations for Design of Concrete Structures Subjected to Fatigue Loading 遭受疲劳荷载的混凝土结构设计注意事项ACI 215R-74 Considerations for Design of Concrete Structures Subjected to Fatigue Loading 遭受疲劳荷载的混凝土结构设计注意事项
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TITLE: Behavior of bulk high-temperature superconductors of finite thickness subjected to crossed magnetic fields: Experiment and model AUTHOR NAMES:.pdf
- 00d25cc6-338e-4b4e-8570-08ec67d4c4bc
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Residual Displacements of Concrete Bridge Piers Subjected to Near Field Earthquakes.pdf
- The objective of this research is to find a way to reduce residual displacements of reinforced concrete (RC) bridge piers after earthquake excitations. Because prestressed concrete (PC) members usually show recovery from elastic stiffness during unloading, this study proposes the possibility of using PC to minimize the residual displacements. Prestressed members, however, will have reduced ductility. Therefore, this research examines a new echnique that employs partially prestressed concrete (PPC) for the bridge piers in an effort to take advantage of the positive features of both RC and PC.An extensive experimental program, in the form of reversed cyclic loading and pseudo-dynamic tests, was carried out. The experimental variables include the relative ratio of prestressing tendons to nonprestressing reinforcement and flexural to shear capacities.Based on the test results, the inelastic response behavior of PPC bridge piers was substantially clarified. Add
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BS 5852-1979 Pass. Schedule 5 part I (based on BS 5852 1979 Part 1). Pass. The material was subjected to the water.pdf
- BS 5852-1979 Pass. Schedule 5 part I (based on BS 5852 1979 Part 1). Pass. The material was subjected to the water
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Ferritic stainless steel tubular members strengthened with high modulus CFRP plate subjected to web crippling.pdf
- Ferritic stainless steel tubular members strengthened with high modulus CFRP plate subjected to web crippling
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向豆丁求助：有没有subjected?
