AMEND
发表于 2025-3-23 13:23:40
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Creditee
发表于 2025-3-23 17:39:49
https://doi.org/10.1007/978-3-658-14898-0e possibly necessary in design to guarantee a satisfactory structural behavior at working load. To explain this observation, the behavior of a statically indeterminate structure is considered. Elastic and plastic design methods are compared. Then the behavior at working load of an elastically design
一骂死割除
发表于 2025-3-23 21:29:06
https://doi.org/10.1007/978-3-658-22350-2 stress field for the whole structure. In the second method, called the ., the stress resultants are determined firstly using conventional statical methods (elastic and plastic analysis). The dimensioning is then carried out for the governing regions with the aid of equilibrium considerations in sui
Consensus
发表于 2025-3-23 22:50:21
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大厅
发表于 2025-3-24 02:35:20
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试验
发表于 2025-3-24 10:22:57
Judith Könemann,Clauß Peter Sajak arrangement of the reinforcement, and the layout of reinforcing bars, joints and supports etc. Up to the present time empirical rules based on years of practical experience and test results have been applied for design and construction purposes. What these lack, however, is a unified theoretical basis.
五行打油诗
发表于 2025-3-24 13:57:36
https://doi.org/10.1007/978-3-658-14898-0lly indeterminate structure is considered. Elastic and plastic design methods are compared. Then the behavior at working load of an elastically designed structure is compared to that of a plastically designed structure. From these investigations criteria are obtained for the choice of suitable stress fields.
的’
发表于 2025-3-24 17:08:18
https://doi.org/10.1007/978-3-658-22350-2thods (elastic and plastic analysis). The dimensioning is then carried out for the governing regions with the aid of equilibrium considerations in suitable sections. In the case of simple sectional forms and distributed loads design formulas have been derived (Figs. 2.36, 2.51 and 2.59).
馆长
发表于 2025-3-24 20:40:23
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AVERT
发表于 2025-3-25 03:03:55
Additional Considerations for the Development of Stress Fields,lly indeterminate structure is considered. Elastic and plastic design methods are compared. Then the behavior at working load of an elastically designed structure is compared to that of a plastically designed structure. From these investigations criteria are obtained for the choice of suitable stress fields.