creep coefficient meaning in Hindi

Examples

1. It is shown that the predictions made by creep coefficient method and the stress shift technique are agree well with each other
2. The creep coefficient method and the time - stress equivalence principle are used to investigate the creep behavior of plastic geogrids
3. The work lucubrated in this paper is generalized as followers : ( 1 ) creep coefficient of each creep model is simulated and programmed . ( 2 ) the deflection upwards caused by prestress is simulated by differential equations
4. Creep analysis methods of high - rise buildings and large span buildings can only refer to creep coefficient method in bridge engineering or the method of degree of creep in hydraulic construction engineering under the present experiment conditions . in this paper , the incremental expressions of concrete creep and shrinkage strain when the initial computational age is not the same as the loading age are derived and corrected from the concept of concrete creep coefficient and the mean value theorem of integral and the principle of superposition . the differences of efficiency and accuracy of creep analysis between the finite element method with creep coefficient and the initial stress method with degree of creep are presented . this paper suggests that engineers should use the initial stress method with degree of creep to estimate the influences of creep on high - rise buildings and large span buildings on the basis of conceptual design
5. The results showed that the creep coefficients in cfrp - confined concrete columns and in epoxy - coated concrete columns are almost same , both are less than that in plain concrete columns on the same other conditions but surface treatment , which demonstrates that the creep reduction in cfrp - confined concrete columns is due to the existence of epoxy coating not of cfrp sheet . furthermore , the physical apperence and dimension have litter effect on the creep behavior of cfrp - confined and epoxy - coated concrete columns
6. Abstract : creep analysis methods of high - rise buildings and large span buildings can only refer to creep coefficient method in bridge engineering or the method of degree of creep in hydraulic construction engineering under the present experiment conditions . in this paper , the incremental expressions of concrete creep and shrinkage strain when the initial computational age is not the same as the loading age are derived and corrected from the concept of concrete creep coefficient and the mean value theorem of integral and the principle of superposition . the differences of efficiency and accuracy of creep analysis between the finite element method with creep coefficient and the initial stress method with degree of creep are presented . this paper suggests that engineers should use the initial stress method with degree of creep to estimate the influences of creep on high - rise buildings and large span buildings on the basis of conceptual design