deep beam वाक्य
उदाहरण वाक्य
मोबाइल
- Specification for design of reinforced concrete deep beams
- Specification for design of reinforced concrete deep beams
- Analysis of influence factor to shear strength of rc deep beams
- Reinforced concrete deep beam
- Calculation on limit load of reinforced concrete deep beam by upper - bound method
- Study of strut - and - tie models for simply supported deep beams subjected to point loads
- Corbels , deep beams and pile caps are included basically in non - flexural elements , the calculative theory of which is relatively complicated , and its calculative method of which is not consistent
- However , for small span - to - depth ratio coupling beams are counter flexural deep beams restrained at their two ends and points of contraflexure at the center of the span , the rules of their carrying forces and deformation are not like common deep beams
- Abstract : a special method in selecting the basic functions is presented on calculating the synthetic discrete method for the simply supported deep beams and the calculating results for such structures by this method coincide with those from finite element method
- 6 . the sectional cross - sectional discrete yield - sruface model is used to spandrel deep beams , the effect of the shear deformation to shear force on ( he m ~ terial nonlinearity is considered , ( he bond slip in anchorage zones is regarded as the houndaty nonlinearity of a member . except the geometric nonhineaicty . consideration of double nonlinearities about materials an
- For reinforcement concrete corbel with the shear span to depth ratio ( a / ho ) less than 1 , has its performance of mechanics that is close to cantilever deep beams , it is an important kind of components in architectural structure which sustains roof trusses , brackets , tray " beams , frame " beams , wall " beams and crane " beams
- Abstract : based on the systematic analysis of the shear behavior for r . c . beams , the tests of 11 simple supported beams under the top concentrated loads and the uniform loads are supplemented . the prime variable is shear span ratio , span depth ratio , horizontal web reinforcement ratio and vertical web reinforcement ratio . according to the test results , the working behavior , the prime shear failure modes , the effect of concrete and web reinforcement ( horizontal web reinforcement and vertical web reinforcement ) and other aspects of r . c . beams are analysed . the uniform calculation method for shear capacity of deep beams , short beams and shallow beams for practical is presented
- A deep beam model with spring bearing is given , based on the analysis of middle frame of frame and shear wall structure ground floor , which is sensitivity to floor rigidity . comparing rigid assumption to elastic assumption , shear error of frame is worked out , which is index of floor rigidity . conclusions are drawn that floor rigidity is independent of earthquake intensity and the most effect factor to floor rigidity is floor length to width ratio
- In this paper , based on the test results of reinforced concrete deep beams , short beams and slender beams under flexture , the behavior and the ultimate moment of deep flexture members are discussed in detail . the calculating formulas for flexture bearing capacity and the design suggestion of reinforeed concrete deep flexural members are also given , and this may provide reference for the revision of p . r . c . design code
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