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Titlebook: Stringer-Panel Models in Structural Concrete; Applied to D-region Johan Blaauwendraad Book 2018 The Author(s) 2018 Plates and FEM.Structur

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發(fā)表于 2025-3-21 17:09:22 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Stringer-Panel Models in Structural Concrete
副標(biāo)題Applied to D-region
編輯Johan Blaauwendraad
視頻videohttp://file.papertrans.cn/880/879732/879732.mp4
概述Offers alternative to the Strut-and-Tie Model (STM).Explains Stringer-Panel Model (SPM) clearly and succinctly.Concludes with two appendices on linear-elastic analysis and provides programs to use for
叢書名稱SpringerBriefs in Applied Sciences and Technology
圖書封面Titlebook: Stringer-Panel Models in Structural Concrete; Applied to D-region  Johan Blaauwendraad Book 2018 The Author(s) 2018 Plates and FEM.Structur
描述.Structural concrete designers nowadays distinguish between B-regions (named after Bernoulli beam theory) and D-regions (D standing for ‘disturbed’). They are all familiar with B-regions, but less acquainted with the expertise required for D-regions. To design D-regions, the Strut-and-Tie Model (STM) is usually applied, a model laid down worldwide in structural codes of practice. The Stringer-Panel Model (SPM) recommended here is a companion method to the STM, with the advantage of being suitable for different load cases and reversed loading. This being so, the SPM is suitable for linear-elastic analyses where durability is a key consideration, but also suits structural design for contexts of cyclical seismic activity. Finally, this book sets out how structural engineers who prefer the STM can nevertheless apply the SPM to determine a proper strut-and-tie model..
出版日期Book 2018
關(guān)鍵詞Plates and FEM; Structural Concrete; Bernoulli beam theory; Model Code 2010; Concrete plasticity
版次1
doihttps://doi.org/10.1007/978-3-319-76678-2
isbn_softcover978-3-319-76677-5
isbn_ebook978-3-319-76678-2Series ISSN 2191-530X Series E-ISSN 2191-5318
issn_series 2191-530X
copyrightThe Author(s) 2018
The information of publication is updating

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沙發(fā)
發(fā)表于 2025-3-21 20:36:18 | 只看該作者
Integral Bridge,nsverse beam. A strut-and-tie model is developed from the obtained SPM solution. Finally, the translation of the two-dimensional SPM results into spatial forces and reinforcement in the transverse beam is discussed.
板凳
發(fā)表于 2025-3-22 01:37:51 | 只看該作者
2191-530X contexts of cyclical seismic activity. Finally, this book sets out how structural engineers who prefer the STM can nevertheless apply the SPM to determine a proper strut-and-tie model..978-3-319-76677-5978-3-319-76678-2Series ISSN 2191-530X Series E-ISSN 2191-5318
地板
發(fā)表于 2025-3-22 04:41:40 | 只看該作者
5#
發(fā)表于 2025-3-22 10:42:44 | 只看該作者
https://doi.org/10.1007/978-3-319-76678-2Plates and FEM; Structural Concrete; Bernoulli beam theory; Model Code 2010; Concrete plasticity
6#
發(fā)表于 2025-3-22 14:45:42 | 只看該作者
Frame Joints and Corbels,Joints in frames and corbels are examples of D-regions. In a frame analysis, member forces are calculated in dimensionless nodes, satisfying equilibrium requirements. It is discussed how these forces have to be modified in order to act as loading on the D-region of the node under consideration. Reinforcement arrangements are presented.
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發(fā)表于 2025-3-22 21:05:04 | 只看該作者
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發(fā)表于 2025-3-23 00:33:49 | 只看該作者
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發(fā)表于 2025-3-23 02:43:19 | 只看該作者
Beam with a Recess, panels can be computed by hand on the basis of considerations of equilibrium alone. In the D-region, the shear stresses become substantially larger than in the adjacent beam members. Finally, the considered case is used to demonstrate the way in which the SPM result can be used to find a proper strut-and-tie model.
10#
發(fā)表于 2025-3-23 06:11:39 | 只看該作者
Book 2018They are all familiar with B-regions, but less acquainted with the expertise required for D-regions. To design D-regions, the Strut-and-Tie Model (STM) is usually applied, a model laid down worldwide in structural codes of practice. The Stringer-Panel Model (SPM) recommended here is a companion meth
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