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Titlebook: Elastic Analysis of Slab Structures; Radu Negruţiu Book 1987 Martinus Nijhoff Publishers, Dordrecht and Editura Academiei, Bucharest 1987

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楼主: GERD847
发表于 2025-3-23 12:23:33 | 显示全部楼层
Erratum zu: Statistische Analyse,Slab structures and more particularly one- or multi-storied structures consisting of flat slabs are modern structural systems of high versatility. This functional adaptability together with economic, technical and esthetical advantages, explains the use of slabs in the design of reinforced concrete structures over the last thirty years.
发表于 2025-3-23 14:28:54 | 显示全部楼层
https://doi.org/10.1007/978-3-531-94090-8As was shown in the preliminary section of this book, the category of slab structures includes flat slab structures, decks, slab bridges resting on columns, foundation rafts, certain shear-wall structures, foundation caissons, etc.
发表于 2025-3-23 20:33:53 | 显示全部楼层
发表于 2025-3-24 00:35:40 | 显示全部楼层
Conclusions,As was shown in the preliminary section of this book, the category of slab structures includes flat slab structures, decks, slab bridges resting on columns, foundation rafts, certain shear-wall structures, foundation caissons, etc.
发表于 2025-3-24 04:10:34 | 显示全部楼层
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发表于 2025-3-24 11:22:11 | 显示全部楼层
Introduction,— and the more recent adoption of flat slabs without capitals has witnessed a remarkable extension for reasons of functional and technological efficiency. Moreover, the great versatility of slab structures is also favoured by economic advantages which stem from their simplified geometry and the comb
发表于 2025-3-24 17:12:04 | 显示全部楼层
发表于 2025-3-24 20:46:04 | 显示全部楼层
Behaviour of plates subjected to a surface couple,.2, 2.2.1.3, 2.2.2.2, 2.2.2.3, 2.2.3.2 and 2.2.3.3). From these six solutions, we derived the formulae allowing the numerical determination of the elastic displacements, stresses and boundary reactions at any point (.) in the plane of the plate under the load . (Sub-sec. 2.3.2 — Tables 2.4, 2.5, 2.8
发表于 2025-3-25 03:05:49 | 显示全部楼层
Elastic plates as structural members, hyperstatic reticular structure. The computation algorithms and the systematized treatment presented in Chap. 2 prompted the use of the general force method (Sub-secs. 4.1, 5.1 and Chap. 6). This chapter also gives several preliminary elements of the structural analysis of slab structures through t
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