dead loading वाक्य
उदाहरण वाक्य
मोबाइल
- Reactive powder concrete ( rpc ) is a new kind of compound concrete that has ultra - high strength , high ductility . besides having characteristic of concrete filled steel tubular , rpc filled steel tubular structure can decrease cross section owing to the ultra - high strength of rpc , and economize on concrete and small dead load . the structures have broad prospects in high commercial and civil building , many - storied factories , high - span bridges and urban traffic
- In the end , the steel - reinforced concrete arched bridge ( chun ' an weiping bridge ) , which span is 198m , is analyzed by the proposed three - dimensional nonlinear finite element method and also those gained conclusions are directly adopted in the computation . the universal stability coefficient and nonlinear buckling stability coefficient of the bridge are respectively computed , in which the dead load and the live load are assembled according to the criterion . on the other side , the regularities of creep deformation and subsidiary stress of the investigated bridge under the first - stage dead load are carefully researched
- Some key issues in the modeling of a long span composite cable - stayed bridge are discussed such as cable tension , dead load , large deflection , concrete deck stiffness , concrete deck - steel girder connection , and boundary condition . some conclusion can drawn from the thesis : 1 . the initial equilibrium configuration of the bridge is clarified in the thesis
- Modeling the general solid web continuous box girder and opening - in - web ( open web ) continuous box girder by ansys finite element modeling tool , node stress of governing section and corresponding shear lag values are analyzed . the solution is validated by comparing with variational results and modeling test values . based on the model , the section shear lag induced by dead load , prestress tendons and car loads under the most unfavorable condition and lateral symmetry are also approached . the influence of shear lag effect in double - level continuous box girder is considered with opening - in - web and the web location . the analysis indicates that double - level - load arouses less shear lag effect than one - level - load . when self - weight and prestressed tendons act on together , the shear lag effect on box girder take on a evidently change
- Secondly author calculates and analyses normal stress and shear stress of the girder for a assembling post - tensioned concrete skew girder bridge with a span of 40 m due to the actions of the dead load , temperature changes , shrinkage and creep of concrete and live loads , and calculates and analyses normal stress and shear stress of diaphragms due to the actions of the subordinate phase dead load , temperature changes , shrinkage and creep of concrete and live loads
- This deflection can not be neglect in bridge design . this paper adopts the steel box girder design of main span of anqing changjiang highway bridge as the study backgrouds , the thesis uses structrial analysis module of ansys software , ansys5 . 7 , to calculate and analysis the transverse deflection of steel box girder under selfgravity and secondary dead load
- Based on survey data from some researches , dead load model and vehicle load model are presented in this paper . it is quite evidence that dead load model is gaussian distribution , and vehicle load is non - gaussian distribution , which operates general traffic and rush hour traffic states
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