Modern structural analysis modelling process and guidance
In the past, the main difficulties in structural analysis lay in the solution process, now model development is a fundamental issue. This work sets out the basic principles for structural analysis modelling and discusses basic processes for using modern software.
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| Main Author | |
|---|---|
| Format | eBook |
| Language | English |
| Published |
London :
Thomas Telford,
2005.
|
| Subjects | |
| Online Access | Full text |
| ISBN | 9781680150810 |
| Physical Description | 1 online zdroj (xiv, 191 p.) : ill. |
Cover
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| 040 | |a KIJ |b eng |c KIJ |d OCLCG |d OCLCQ |d CUS |d OCLCQ |d OTZ |d OCLCQ |d OCLCF |d KNOVL | ||
| 100 | 1 | |a MacLeod, Iain A. |q (Iain Alasdair), |d 1939- | |
| 245 | 1 | 0 | |a Modern structural analysis |h [elektronický zdroj] : |b modelling process and guidance / |c Iain A. MacLeod. |
| 260 | |a London : |b Thomas Telford, |c 2005. | ||
| 300 | |a 1 online zdroj (xiv, 191 p.) : |b ill. | ||
| 504 | |a Includes bibliographical references and index. | ||
| 505 | 0 | |a Cover -- Contents -- Acknowledgements -- Foreword -- 1 Introduction -- 1.1 Scope and definitions -- 1.2 Why 'modern' structural analysis? -- 1.3 Issues for practice -- 1.4 Issues for education -- 1.5 Finite elements -- 1.6 Accuracy of the information provided in the text -- 1.7 Website -- 2 Basic principles -- 2.1 Managing the analysis process -- 2.2 Modelling principles -- 2.3 Principles in the use of structural mechanics -- 2.4 Understanding structural behaviour -- 3 The modelling process -- 3.1 Overview of the modelling process -- 3.2 Defining the system to be modelled -- 3.3 The model development process -- 3.4 Validation of the analysis model -- 3.5 The solution process -- 3.6 Verifying the results -- 3.7 The modelling review -- 3.8 Case studies -- 4 Modelling with finite elements -- 4.1 Introduction -- 4.2 Elements -- 4.3 Mesh refinement -- 4.4 Case study -- convergence analysis of a plane stress cantilever beam model -- 4.5 Constraints -- 4.6 Symmetry. | |
| 505 | 0 | |a 5 Skeletal frames -- modelling with line elements -- 5.1 Introduction -- 5.2 Bending -- 5.3 Axial effects -- 5.4 Torsion -- 5.5 Bar elements and beam elements -- 5.6 Connections -- 5.7 Distribution of load in skeletal frames -- 5.8 Modelling curved and non-uniform members -- 5.9 Triangulated frames -- 5.10 Parallel chord trusses -- 5.11 Vierendeel frames -- 5.12 Grillage models -- 5.13 3D models -- 5.14 Plastic collapse of frames -- 6 Plates in bending and slabs -- 6.1 Introduction -- 6.2 Plate bending elements -- 6.3 Concrete slabs -- 7 Material models -- 7.1 Introduction -- 7.2 Linear elastic behaviour -- 7.3 Non-linear material behaviour -- 8 Support models -- 8.1 Introduction -- 8.2 Modelling support fixity -- 8.3 Modelling the ground -- 8.4 Foundation structures -- 9 Loading -- 9.1 Introduction -- 9.2 Dead loading -- 9.3 Live loading -- 9.4 Wind loading -- 9.5 Earthquake loading -- 9.6 Fire -- 9.7 Temperature -- 9.8 Influence lines for moving loads. | |
| 505 | 0 | |a 9.9 Prestressing -- 9.10 Impact loading -- 10 Non-linear geometry -- 10.1 Introduction -- 10.2 Modelling for geometric non-linearity -- 10.3 Critical load analysis of skeletal frames -- 10.4 Global critical load analysis of building structures -- 11 Dynamic behaviour -- 11.1 Introduction -- 11.2 Dynamic behaviour of a single mass and spring system -- 11.3 Multi-degree of freedom systems -- 11.4 Resonance -- 11.5 Transient load -- 11.6 Checking models for natural frequencies -- 12 Case studies -- 12.1 Case study 1 -- vierendeel frame -- 12.2 Case study 2 -- four-storey building -- Appendix -- Tables of material and geometric properties -- Bibliography -- References -- Index -- Last Page. | |
| 520 | 8 | |a In the past, the main difficulties in structural analysis lay in the solution process, now model development is a fundamental issue. This work sets out the basic principles for structural analysis modelling and discusses basic processes for using modern software. | |
| 590 | |a Knovel Library |b ACADEMIC - Civil Engineering & Construction Materials | ||
| 506 | |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty univerzity | ||
| 650 | 0 | |a Structural analysis (Engineering) | |
| 655 | 7 | |a elektronické knihy |7 fd186907 |2 czenas | |
| 655 | 9 | |a electronic books |2 eczenas | |
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