Based on a practical engineering , the basic fem model of a five - span continuous rigid frame bridge is built , and with which the static behavior of the basic bridge under dead load and annual temperature change and sunshine temperature differential is analyzed
32.
As an example , the space analysis model about the wuhu changjiang river bridge is done and the internal forces about the wuhu changjiang river bridge due to dead load and lived load are analyzed . 2 . the vibration analysis of the long span plate - truss composite cable - stayed bridges
33.
Cold - formed steel deck has several advantages , including small dead load , better ductility , large overall horizontal rigidity , better anti - seismic , fast construction speed , less consumption of wood , less cost and so on . it has shown a great future for its wide application
34.
In single pylon cable stayed bridges , and cable stayed bridges without backstays , when the bottom of the tower bears the moment from the dead load , it is concluded that non - symmetric configuration of pile cluster corresponding to the upper structure is more practical than symmetric configuration of pile cluster
35.
After fatigue tests were carried out for 44 stand beams , the following consequences were achieved . 1 , contrasted with lsfrc , the strength of standing dead load of lhfrc are improved above 10 . 62 % . contrasted with plain concrete , the amount is 22
36.
Author also stressly calculates plane deformations of skew girder bridge due to the actions of the subordinate phase dead load , temperature changes , shrinkage and creep of concrete and vehicle loads in different places , and thereby analyses the characteristics of plane movement for the skew girder bridge
37.
Finally an engineering example is analyzed . reliability index is determined considering two types of corrosion models and two types of vehicle models . the influences of some parameters , such as dead load live load , corrosion speed , diameter of steel bar , are analyzed
38.
Dynamic performance of pingsheng bridge and the ground - anchored suspension bridge model , which has the same structural parameters as pingsheng bridge , is calculated . furthermore , the influence on dynamic performance for pingsheng bridge of structural parameters , such as rise - span ratio of main cable , dead load
39.
A space geometric non - linear static finite element analysis program about the long span plate - truss composite cable - stayed bridges is presented . not only it can be used to solve the space static analysis about the state of the dead load configuration ( geometry and internal forces ) , but also it can be used to analyze the internal forces and deformations of the whole construction course
40.
Based on the geometrical non - linear finite element theory , a fine iterative method of simulating all construction stages of self - anchored suspension bridge is proposed and used to pingsheng bridge . the construction plans of suspension rod and second dead load are discussed in details . the model test of pingsheng bridge is completed
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