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31. II. The super-structure applying double guiding girder assembled by 54-type Bailey Beams elaborates its characteristics and economizes the construction on a large scale.

32. In this paper, the computation principle and method of Pin-hole displacementcorrelated with load for military girder structure system are presented.

33. The paper carries out the range analysis and parameter analysis on RPC channel girder using ANSYS.

34. This paper introduce the calculational program of coping elevation for free plate girder curve bridge and resolve the handworked calculational defect, it will useful for improving work efficiency.

35. Sash Girder structures placed on slope face can induce self bearing capacity of soil, share partial load carried by anchor group and improve slope stability.

36. Pit-less type platform scale, checked iron surface plate (surface plate of SST models is smooth plate) combined with welding U-shaped steel girder formed a higher strength and reliable platform scale.

37. Following the process of construction, considering the worst loads, according to the assumption of plane section, the steel girder alone and the composite girder are computed respectively.

38. Using resistance target, a new mix design method for large - span concrete box girder was put forward.

39. The theorem creates conditions for unitedly treating the design of straight and curvedprestressed girder bridges by computer.

40. There is typical loess ravine terrain, more than ten large areas of the plateau, and is mixed plateau, ravines, girder, valley, flat plain, chain of mountains, slope in Qingyang research region.

41. The Zhanjiang Bay Bridge applies the Cable - girder anchorage with tensile anchor plate.

42. The theoretical research approaches involve arched girder load split process, rigid-body limiting equilibrium process, plasmodium process, reliability theory, etc.

43. Equipped a winding structure on the deck girder and taking the winding wire rope as the closed rope, It can work as a long stay bar grab.

44. Under superiority, under girder fine light the second half somewhat conservatively.

45. Progressive collapse method is used to calculate ship ultimate hull girder strength and the combination of surface response method and traditional method is utilized to analyse reliability.

46. A finite segment model has been negative shear lag in box girder with varying depth.

47. The scheme is a transition between the box girder with vertical piers and the true arch.

48. This paper proposes a general model of curved prestressing tendons in skew web of the curved box girder bridge, the effects of space curve on frictional loss have been analyzed.

49. With the development of high grade highway, prestressed concrete box girder bridges are adopted widely.

50. Not only limited in the hybridizing of the conventional girder and arch, the hybrid system arch bridges nowadays have had new hybridizing of arches with other types of structures.

51. By tests, the construction quality and design reliability are verified for the gantry crane girder.

52. The girder board and wall of a teaching floor have crazed, its girder board deflection is over criterion value, its stiffness is insufficiency. The building can not be used ordinarily.

53. The successful alternative was the cast - in - place segmental prestressed concrete box girder.

54. The imitated measure of structure component and the partition of the segment of construction were analyzed and discussed. Girder cell was used to imitate the cable cell,(www.Sentencedict.com) and the effect is preferable.

55. NASTRAN, and presents a handy and exact correction method, to eliminate the warp of moment of the deflective girder in the FEM results effectively, and get the preferable element forces in the girder.

56. Lastly design of P. C. continuous curved girder bridge is discussed in the paper, in especial prestress reinforcing steel bar's loss and bearing design.

57. And also, make a contrast of the freedom distortion circle and the girder - joint continuous model.

58. The overhead traveling crane used at a cold strip mill factory is given to study the deformation, stress distribution and load capacity of the main girder with 3D-FEA Shell-to-Solid Submodel method.

59. Based on this, the stability of the surrounding rock mass and the rock wall crane girder is evaluated.

60. River - spanning bridge is longitudinal asymmetry continuous box girder bridge which is difficult for construction.