reinforced concrete造句
31. A computer method was developed for the non-linear full-range analysis of reinforced concrete columns from the start of loading to the collapse of column.
32. Our civil work includes construction of roads, buildings, foundations and reinforced concrete structure.
33. According to experimental results, an empirical relationship is suggested for predicting the ultimate shear strength of fiber reinforced concrete beams without web reinforcement.
34. Transverse wall beams are wildly used in many multistory and high - rise reinforced concrete buildings.
35. The cross beam model is used to analyze the internal forces of reinforced concrete traffic barrier, and the results coincide with the test results.
36. The parameter decision and failure criteria in the dynamic FEM modeling on anti-explosion of reinforced concrete structure are discussed.
37. Based on the technology analyses of strengthening reinforced concrete beams with carbon fiber sheet, and the research of calculate theory, The paper raises the technology of Relief method.
38. Interfacial debonding is one of the main damage forms of reinforced concrete materials and structures.
39. The presence of fine cracks in reinforced concrete is inevitable.
40. All day shuttling between the office of reinforced concrete jungle between you, it is also looking forward to an easing of physical and mental freedom of this trip?
41. The present invention is suitable for use in in-situ cast or pre-stressed reinforced concrete floor slab, roof, wall, foundation slab and hollow bridge.
42. The manufacturing method is suitable for the anchor plate of the anchor device which is used for producing the tensioned reinforced concrete pre-stressed tendon.
43. The reasons of cracking and large deformation on common reinforced concrete continuous beam bridge were discussed.
44. Based on the pseudo-static test of four slit hollow shear wall models of reinforced concrete with different steel bar, the failure mechanism and deformation feature are discussed.
45. Unsymmetrical T-cross section trussed special-shaped steel reinforced concrete column was analyzed by ANSYS, in order to investigate the synergistic effect of shape steel and concrete.
46. The research focuses on dynamic properties and energy dissipation in the orthotropic fiber grid reinforced concrete.
47. This paper, regarding the constructional loads as proof loads and using proof load method, presents a new method to analyse the reliability of prefabricated reinforced concrete (RC)components.
48. The damping ratio of the overall structure of Tianxinzhou Bridge is unknown, because the structure of the bridge is composed by reinforced concrete structure and steelwork structure.
49. According to a fabricated reinforced concrete model building the analysis mode and theory of earthquake reaction are analyzed when the sliding isolation components are installed in several layers.
50. The tank shells will be supported by reinforced concrete ring wall foundations.
51. The general notes herein are for steel structure work of This Project, and foundation and reinforced concrete work see Concrete Structure Design Notes.
52. The calculating method of the shear bearing capacity of oblique section is also established, which can represent the behavior of reinforced concrete masonry shear wall.
53. The indoor lab test results showed that mineral admixture brucite fiber reinforced concrete can improve the flexural tensile strength of concrete.
54. Today cathodic protection of reinforced concrete is recognised by most authorities as a well-proven solution to corrosion of reinforcement in atmospherically exposed reinforced concrete.
55. In this Paper, the moment-curvature-axial force relationships of reinforced concrete rectangular section are discussed.
56. A new kind of reinforced concrete ( including prestressed concrete ) frame structure with diagonal member is forward.
57. The procedure of nonlinear analysis has been compiled based on experiment for studying the force performance and effect factors of steel reinforced concrete cross-shaped columns.
58. At present, reinforced concrete slab is the most commonly used component of one in architectural engineering.
59. Currently, the properties of the FRP-concrete interface based on pull-off tests are adopted in the capacity prediction of FRP shear-strengthened reinforced concrete beams.
60. The method of three - point loading was used in the creep test of the reinforced concrete beam.
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