dead loading वाक्य
उदाहरण वाक्य
मोबाइल
- ( 2 ) the change of ratio of spans has a great effect on the whole bridge under dead load and sunshine temperature differential . on the contrary , it has a smaller effect on the bridge under annual temperature change
- In the 5th chapter , single steel bracket of slts under violent external load is supposed to be invalid , structural response and bearing capacity under dead load at that moment of bracket invalidation is analyzed
- Basing on wenhui bridge ( the cable - stayed bridge ) , optimization of cable tension under dead loads , control of the course of cantilever casting concrete , and spatial analysis of the pylon and gird during construction were discussed in this paper
- Finite element modal analysis of large span cable - stayed bridges is a " pre - stress modal analysis " based on the deformed equilibrium configuration due to dead load and cable pre - tensions . starting from the initial equilibrium configuration might have a minimal
- The basic conclusions are as follows : ( 1 ) under the common effects of dead load and temperature , the internal forces of two intermediate piers are obviously larger than those of two side piers of five - span continuous rigid frame bridge
- In this article , the method how to establish the dimensional model of existing double - curved arch bridge by making use of large software ansys is studied , a way to assess loading ability combining the dead load experiment is brought out
- By contrasting curved bridge and straight bridge , influence of dead load and prestressing force on the stress in cantilever casting period of curved bridges is analyzed . in this paper , the controlling problem in construction phase is specially studied
- Through testing eight composite beams with partial shear connectors under dead load and repeated load , the effect that repeated load acts on composite beams is analyzed on the basis of the test process , phenomena , and result
- In use of the comprehensive method , least squares method is used to adjust cable force by limiting moment of girder of cable stayed bridges . this article proposes a conception of reasonable moment under dead load and gives a method to solve this reasonable moment
- The damage capacity is estimated by test data . the randomness of materials and earthquake are considered during process of analysis . influences of dead load on the structural reliability were considered too
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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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