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61. The paper analyses the nonlinear cracking behavior of reinforced concrete box girder.

62. After finishing the detailed analysis and integral calculation of the aperture girder, then summarize relevant conclusion from main girder's aperture effect.

63. The calculation results and investigations show that overlarge local tension stress is supposed to be the main reason of slab cracks in prestressed concrete continuous girder bridge.

64. Finally giving an example of the configuration model of the main girder of the overhead traveling crane, the main idea of the new model is illustrated.

65. CONBOX is specifically developed for the analysis and design of post-tensioned and cast-in-place reinforced concrete box girder and slab bridges constructed on falsework .

66. The formula under given fracture length is verified by fatigue test datas of welded box girder on overhead travelling crane.

67. The stress variation of curved girder bridge caused by the central angle and the curvature are discussed. The results are important to the design of curved girder bridge.

68. This makes the box girder the ideal choice for bridges with any significant curve in them.

69. PC combining girder bridge with waving steel celiac board is a new type of bridge structure.

70. The third one is on the local forced performance of stay cable anchor block, studied from three ways as girder anchorage, cable tower anchorage as well as anti-sliding.

71. Stumps were inserted and welded between the two straddles so that the girders become an integrated arched girder.

72. The bridge structure is formed by the inside and outside arc end carriage and the upper and lower retractable main girder, with compact structure, light weight and beautiful and dignified appearance.

73. It is remarkable that setup of cross beam, length of curvature radius and eccentric distance of bearing affect internal force and deformation in curved girder bridge .

74. Precast girder segment is widely used in the construction of Hong Kong West Railway.

75. The influence analysis for new conformation form of vertical prestressed tendon offered referenced opinion for continuous system box girder in reasonable arrangement of vertical.

76. The paper discussed the sectionalization, the method for finding equation and the drawing of the envelope graph of bending moments of the simple crane girder under the action of crane loads.

77. The vierendeel sandwich plate is composed of cross vierendeel girder.

78. The handworked calculational way of coping elevation for free plate girder curve bridge in expressway have more repeated workload, slow footed and easy to make a mistake.

79. The deck is an orthotropic steel box girder of aerofoil shape with cantilevered cycle tracks and footway supported from the box.

80. It is a new method displacementform in analysis of shear lag effect on thin - walled box girder.

81. Obique bridge is made up of main girder crossbeam and bridge floorings.

82. And then contrast the computed result the plane's box girder, proposes some meaningful conclusion. "

83. So, the factor of shear lag of box girder is researched by using the principle of the stationary value of the total potential energy, FEM and model test.

83. Wish you will love sentencedict.com and make progress everyday!

84. Based on the previous research, lattice girder reinforced shotcrete support is dealt with, and a method is set up to evaluate the safety of this kind of support for a tunnel in construction.

85. This paper elaborated on the resuming measurement of the temporary level spot of the construction altitude control of half rigid frame continuous box girder.

86. Compatibility will require that the girder deflection at B be zero.

87. The steel box girder was lifted and erected block by block by the hydraulic crane supported on the two main cables.

88. But setting of these abutments leads to more complex mechanics in cross diaphragm and box girder.

89. Often of fusion adjacent to girder web in the transverse groove welds led to the cracking.

90. Stiffening girder sections of suspension bridge are often connected each other by temporary connection during the construction.