truss造句
91 Large-span arch truss steel bridge is a common superstructure of trestle bridge on open sea.
92 According to the material and disposition, the roof of common steel roof truss mill building divides into steel purlin roof and roof without purlin.
93 Based on the new method, live load layout for arch springing section and truss arch rib section were based on the bending moment influence line and the stress influence line respectively.
94 In order to conveniently compute the strength of circular hole castellated composite beams with stiffened webs, its simplified formulas were deduced based on the vierendeel truss theory.
95 A prestressed structure is presented, and through using prestressed cables in the horizontal truss of giant grid structure, the lateral stiffness of the structure is improved.
96 In order to avoid a singular solution,[/truss.html] we keep the dimension of the truss for a given topology unchanged by giving the truss member to be removed a tiny cross-sectional area.
97 The mode response of a steel truss bridge was analyzed by ANSYS and its seismic responses under transverse and longitudinal excitation were calculated using time-history analysis function.
98 Then an example of retrofit techniques of steel truss bridge is introduced, in which the concept of damage control design is adopted introducing an girder floor isolation system and hysteretic damper.
99 Meanwhile, the load - transferring mechanism of steel reinforced concrete pile caps accords with spatial truss model.
100 Secondly, the design of two typical joint of the mega frame, the joint of outrigger to super-column and the long bolt joint of the belt truss, were checked.
101 Considering the judgment of dynamic instability of truss structures, a stress rate method for dynamic instability analysis of truss structures was proposed.
102 The effect of transfer girder on the structural behaviour of Multistorey Laminated Truss type Frame (MLTF) in high-rise building is analyzed.
103 Construction of large span steel truss bridge for intake tower of headrace at Tianshengqiao I Hydropower Station is introduced, including fabrication, transportation, installation and test.
104 Secondly, the equivalent plane truss element analysis program of plane stress problem is worked out, by which cantilever beam, simple beam and perforated wall are analyzed.
105 Using finite element method, this paper investigates the static behavior of cylindrical orthogonal single-layer lattice shell structures supported by fringe truss.
106 A metal truss bridge on stone piers, part of the Trans-Siberian Railway, crossing the Kama River near Perm, Ural Mountains Region, ca. 1910.
107 It is confirmed that the hybrid TMD/MTMD system optimum absorber parameters can be effectively used to suppress the main resonant peaks of the continuous truss bridge due to high speed trains.
108 With this method the remaining fatigue life and safety of old riveted truss bridge were calculated with Waibaidu Bridge as an example.
109 METHODS Lac-NCTD was synthesized with ethanediamine as truss arm, and then its properties were studied.
110 Steel through truss bridge has some excellence, such as low girder, light deadweight, high carrying capacity, comfortable travelling crane, short construct periods.
111 The large Hoop Truss Deployable Antenna (HTDA) in the space, with large aperture, light mass, big flexible character and so on, is type flexible multi-contact system.
112 There are three states in the analysis and calculation of cable truss such as zero state, initial state and working state.
113 After measuring the displacement, the paper developed a intelligent truss structure then had a real-time computer control experiment on basis of theory of control algorithm.
114 M series pneumatic is mainly used for hot rivet joint of metal structure such as joint work on steel structure of boiler, container, bridges, large girder and truss of automobile, etc.
115 All axises of the poles and the action line of load in the planar truss must be in the same plane.
116 During the roof design, combined with the functional demand, the novel hyperboloidal roof with prestressed cabled truss system was adopted.
117 Aiming at large cantilevered solid truss structure, the influence of purlin and the joints of web member and chord to structure displacement, eigenvalue buckling, nonlinear buckling were researched.
118 Based on the concept of basic internal force and generalized constraint matrix, a new method was proposed for calculation of the internal force of truss structures.
119 It is important to calculate the initial prestress for cable - truss initial state form - finding.
120 For a complanate parallel chords truss, the axial forces of a member can be solved by the shear-diagram and two simple expressions.
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