BS Reinforcement detailing manual
Design Guide 5 For concrete filled hollow section columns under static and seismic loading [MF]
Unknown | 21:31 |
Design Guide 5 For concrete filled hollow section columns under static and seismic loading
Author: R. Bergmann, C. Matsui, C. Meinsma, D. Dutta | Size: 17.6 MB | Format: PDF | Publisher: TÜV Verlag | Year: 1995 | pages: 69 | ISBN: 3824902982
One of the main physical properties of a hollow profile is its optimal efficiency, superior to all other structural elements, in resisting compression. In filling the hollow profile with concrete, one, increase its structural capacity considerably or, potentially, one decreases, for a given load, clutter in reducing the section of a pillar. An excellent resistance to fire is also obtained in this way, without having ecourse to external protection. This aspect is already the object of a precedent dimensioning guide.
This guide is the fifth in the set of works by the CIDECT under the general title "Construction with Hollow Steel Sections". It is destined to help engineers and businessmen anxious to use concrete filled hollow profiles as pillars, as much in buildings as in bridges, under static loads but also under seismic conditions because these profiles behave remarkably in earthquakes
Author: R. Bergmann, C. Matsui, C. Meinsma, D. Dutta | Size: 17.6 MB | Format: PDF | Publisher: TÜV Verlag | Year: 1995 | pages: 69 | ISBN: 3824902982
One of the main physical properties of a hollow profile is its optimal efficiency, superior to all other structural elements, in resisting compression. In filling the hollow profile with concrete, one, increase its structural capacity considerably or, potentially, one decreases, for a given load, clutter in reducing the section of a pillar. An excellent resistance to fire is also obtained in this way, without having ecourse to external protection. This aspect is already the object of a precedent dimensioning guide.
This guide is the fifth in the set of works by the CIDECT under the general title "Construction with Hollow Steel Sections". It is destined to help engineers and businessmen anxious to use concrete filled hollow profiles as pillars, as much in buildings as in bridges, under static loads but also under seismic conditions because these profiles behave remarkably in earthquakes
Download: http://www.mediafire.com/?zqnzy2i9eoh24
Mediafire unlock password: nhawe
Designers' Guide to EN 1992-1-1 and EN 1992-1-2: Design of Concrete Structures Eurocode 2 [MF]
Unknown | 21:30 |
R. Narayanan, Andrew Beeby "Designers' Guide to EN 1992-1-1 and EN 1992-1-2: Design of Concrete Structures Eurocode 2"
Thomas Telford Ltd | English | January 1, 2005 | ISBN: 072773105X | 232 pages | PDF | 31,5 MB
Product Description:
"Eurocode 2, Design of Concrete Structures", will apply to the design of building and civil engineering structures in plain, reinforced and pre-stressed concrete. The Code (for convenience referred to as EC2) is written in several parts: EN 1992 - 1 - 1 General rules and rules for buildings; EN 1992 - 1 - 2 General rules - structural fire design; EN 1992 - 2 Reinforced and pre-stressed concrete bridges; EN 1992 - 3 Liquid and containment structures; EN 1992 - 1 - 1 has been written in such a way that the principles of the Code will generally apply to all the parts. The specific rules, which only apply to building structures, are identified as such. Under the CEN (European Standards Body) rules other parts of EC2 are allowed to identify those clauses in Part 1 - 1, which do not apply to that part and provide other information that will complement Part 1 – 1
Thomas Telford Ltd | English | January 1, 2005 | ISBN: 072773105X | 232 pages | PDF | 31,5 MB
Product Description:
"Eurocode 2, Design of Concrete Structures", will apply to the design of building and civil engineering structures in plain, reinforced and pre-stressed concrete. The Code (for convenience referred to as EC2) is written in several parts: EN 1992 - 1 - 1 General rules and rules for buildings; EN 1992 - 1 - 2 General rules - structural fire design; EN 1992 - 2 Reinforced and pre-stressed concrete bridges; EN 1992 - 3 Liquid and containment structures; EN 1992 - 1 - 1 has been written in such a way that the principles of the Code will generally apply to all the parts. The specific rules, which only apply to building structures, are identified as such. Under the CEN (European Standards Body) rules other parts of EC2 are allowed to identify those clauses in Part 1 - 1, which do not apply to that part and provide other information that will complement Part 1 – 1
Download: http://www.mediafire.com/?t2vz0u8bbo4am
Mediafire unlock password: nhawe
Product details:
* Hardcover: 232 pages
* Publisher: Thomas Telford Ltd (30 Sep 2005)
* Language English
* ISBN-10: 072773105X
* ISBN-13: 978-0727731050
Mediafire unlock password: nhawe
Product details:
* Hardcover: 232 pages
* Publisher: Thomas Telford Ltd (30 Sep 2005)
* Language English
* ISBN-10: 072773105X
* ISBN-13: 978-0727731050
Designers' Guide to En 1992 Eurocode 2: Design of Concrete Structures -Part 2: Concrete Bridges [MF]
Unknown | 21:27 |
Designers' Guide to En 1992 Eurocode 2: Design of Concrete Structures -Part 2: Concrete Bridges
Product details
* Hardcover: 416 pages
* Publisher: Thomas Telford Ltd (8 Jan 2007)
* Language English
* ISBN-10: 0727731599
* ISBN-13: 978-0727731593
C.R. Hendy (Author), D.A. Smith (Author)
Product Description:
This guide describes the principles and requirements for safety, serviceability and durability of concrete bridges. It provides the user with guidance on the interpretation and use of EN 1992-2 and the relevant provisions of the general rules of EN 1992-1-1. Worked examples are provided to illustrate the use of the rules. It also explains the relationship with the other Eurocode parts to which it refers (ENs 1990, 1991). The provision of background information and references also enables the users of Eurocode 2: Part 2 to understand the origin and objectives of its provisions.
Product Description:
This guide describes the principles and requirements for safety, serviceability and durability of concrete bridges. It provides the user with guidance on the interpretation and use of EN 1992-2 and the relevant provisions of the general rules of EN 1992-1-1. Worked examples are provided to illustrate the use of the rules. It also explains the relationship with the other Eurocode parts to which it refers (ENs 1990, 1991). The provision of background information and references also enables the users of Eurocode 2: Part 2 to understand the origin and objectives of its provisions.
Product details
* Hardcover: 416 pages
* Publisher: Thomas Telford Ltd (8 Jan 2007)
* Language English
* ISBN-10: 0727731599
* ISBN-13: 978-0727731593
Concrete Fracture Models and Applications [MF]
Unknown | 21:26 |
Concrete Fracture Models and Applications
Author: Shailendra Kumar, Sudhirkumar V Barai | Size: 5.1 MB | Format: PDF | Publisher: Springer | Year: 2011 | pages: 406 | ISBN: 3642167632
Cementitious materials, rocks and fibre-reinforced composites commonly termed as quasibrittle, need a different fracture mechanics approach to model the crack propagation study because of the presence of significant size of fracture process zone ahead of the crack-tip. Recent studies show that concrete structures manifest three important stages in fracture process: crack initiation, stable crack propagation and unstable fracture or failure. Fracture Mechanics concept can better explain the above various stages including the concepts of ductility, size-effect, strain softening and post-cracking behavior of concrete and concrete structures.
The book presents a basic introduction on the various nonlinear concrete fracture models considering the respective fracture parameters. To this end, a thorough state-of-the-art review on various aspects of the material behavior and development of different concrete fracture models is presented. The development of cohesive crack model for standard test geometries using commonly used softening functions is shown and extensive studies on the behavior of cohesive crack fracture parameters are also carried out. The subsequent chapter contains the extensive study on the double-K and double-G fracture parameters in which some recent developments on the related fracture parameters are illustrated including introduction of weight function method to Double-K Fracture Model and formulization of size-effect behavior of the double-K fracture parameters. The application of weight function approach for determining of the KR-curve associated with cohesive stress distribution in the fracture process zone is also presented. Available test data are used to validate the new approach. Further, effect of specimen geometry, loading condition, size-effect and softening function on various fracture parameters is investigated. Towards the end, a comparative study between different fracture parameters obtained from various models is presented
Author: Shailendra Kumar, Sudhirkumar V Barai | Size: 5.1 MB | Format: PDF | Publisher: Springer | Year: 2011 | pages: 406 | ISBN: 3642167632
Cementitious materials, rocks and fibre-reinforced composites commonly termed as quasibrittle, need a different fracture mechanics approach to model the crack propagation study because of the presence of significant size of fracture process zone ahead of the crack-tip. Recent studies show that concrete structures manifest three important stages in fracture process: crack initiation, stable crack propagation and unstable fracture or failure. Fracture Mechanics concept can better explain the above various stages including the concepts of ductility, size-effect, strain softening and post-cracking behavior of concrete and concrete structures.
The book presents a basic introduction on the various nonlinear concrete fracture models considering the respective fracture parameters. To this end, a thorough state-of-the-art review on various aspects of the material behavior and development of different concrete fracture models is presented. The development of cohesive crack model for standard test geometries using commonly used softening functions is shown and extensive studies on the behavior of cohesive crack fracture parameters are also carried out. The subsequent chapter contains the extensive study on the double-K and double-G fracture parameters in which some recent developments on the related fracture parameters are illustrated including introduction of weight function method to Double-K Fracture Model and formulization of size-effect behavior of the double-K fracture parameters. The application of weight function approach for determining of the KR-curve associated with cohesive stress distribution in the fracture process zone is also presented. Available test data are used to validate the new approach. Further, effect of specimen geometry, loading condition, size-effect and softening function on various fracture parameters is investigated. Towards the end, a comparative study between different fracture parameters obtained from various models is presented
Limit Analysis and Concrete Plasticity, Third Edition [MF]
Unknown | 21:24 |
M.P. Nielsen, L.C. Hoang, "Limit Analysis and Concrete Plasticity, Third Edition"
C.RC Press | 2010 | ISBN: 143980396X | 816 pages | PDF | 13,2 MB
First published in 1984, Limit Analysis and Concrete Plasticity explains for advanced design engineers the principles of plasticity theory and its application to the design of reinforced and prestressed concrete structures, providing a thorough understanding of the subject, rather than simply applying current design formulas.
Updated and revised throughout, Limit Analysis and Concrete Plasticity, Third Edition adds—
Reinforcement design formulas for three-dimensional stress fields that enable design of solid structures (also suitable for implementation in computer-based lower bound optimizations)
Improved explanations of the crack sliding theory and new solutions for beams with arbitrary curved shear cracks, continuous beams, lightly shear reinforced beams and beams with large axial compression
More accurate treatment of and solutions for beams with circular cross-section
Applications of crack sliding theory to punching shear problems
New solutions that illustrate the implication of initial cracking on load-carrying capacity of disks
Yield condition for the limiting case of isotropically cracked disk
The authors also devote an entirely new chapter to a recently developed theory of rigid-plastic dynamics for seismic design of concrete structures. In comparison with time-history analyses, the new theory is simpler to use and leads to large material savings. With this chapter, plasticity design methods for both statical and dynamical loads are now covered by the book.
C.RC Press | 2010 | ISBN: 143980396X | 816 pages | PDF | 13,2 MB
First published in 1984, Limit Analysis and Concrete Plasticity explains for advanced design engineers the principles of plasticity theory and its application to the design of reinforced and prestressed concrete structures, providing a thorough understanding of the subject, rather than simply applying current design formulas.
Updated and revised throughout, Limit Analysis and Concrete Plasticity, Third Edition adds—
Reinforcement design formulas for three-dimensional stress fields that enable design of solid structures (also suitable for implementation in computer-based lower bound optimizations)
Improved explanations of the crack sliding theory and new solutions for beams with arbitrary curved shear cracks, continuous beams, lightly shear reinforced beams and beams with large axial compression
More accurate treatment of and solutions for beams with circular cross-section
Applications of crack sliding theory to punching shear problems
New solutions that illustrate the implication of initial cracking on load-carrying capacity of disks
Yield condition for the limiting case of isotropically cracked disk
The authors also devote an entirely new chapter to a recently developed theory of rigid-plastic dynamics for seismic design of concrete structures. In comparison with time-history analyses, the new theory is simpler to use and leads to large material savings. With this chapter, plasticity design methods for both statical and dynamical loads are now covered by the book.
Download: http://www.mediafire.com/?swmd6e1nsd7h1
Mediafire unlock password: nhawe
Precast Concrete Structures [MF]
Unknown | 21:22 |
Precast Concrete Structures
By Kim Elliott, Department of Civil Engineering, University of Nottingham, UK 
Description
'Precast Concrete Structures' introduces the subject in detail looking at the design process, manufacture and construction using precast concrete for multi-storey buildings. Detailed structural analysis of the material and its use is provided. The theory is supported by practical case studies and worked examples. There are explanatory illustrations throughout. Endorsed by the British Precast Concrete Federation and written by an acknowledged authority, this is the first book to explain and educate the student in the uses and advantages of precast concrete.
Audience
Postgraduate civil engineers studying concrete. Junior engineers. Undergraduate civil engineers specialising in concrete.
Contents
What is precast concrete;
Materials used in precast structures;
Precast frame analysis;
Precast concrete floors;
Precast concrete beams;
Columns and shear walls;
Horizontal floor diaphragms;
Joints and connections;
Beam and column connections;
Ties in precast concrete structures.
Bibliographic details
Paperback, 375 pages, publication date: APR-2002
ISBN-13: 978-0-7506-5084-7
ISBN-10: 0-7506-5084-2
Imprint: BUTTERWORTH HEINEMANN
PDF: 6mb
Description
'Precast Concrete Structures' introduces the subject in detail looking at the design process, manufacture and construction using precast concrete for multi-storey buildings. Detailed structural analysis of the material and its use is provided. The theory is supported by practical case studies and worked examples. There are explanatory illustrations throughout. Endorsed by the British Precast Concrete Federation and written by an acknowledged authority, this is the first book to explain and educate the student in the uses and advantages of precast concrete.
Audience
Postgraduate civil engineers studying concrete. Junior engineers. Undergraduate civil engineers specialising in concrete.
Contents
What is precast concrete;
Materials used in precast structures;
Precast frame analysis;
Precast concrete floors;
Precast concrete beams;
Columns and shear walls;
Horizontal floor diaphragms;
Joints and connections;
Beam and column connections;
Ties in precast concrete structures.
Bibliographic details
Paperback, 375 pages, publication date: APR-2002
ISBN-13: 978-0-7506-5084-7
ISBN-10: 0-7506-5084-2
Imprint: BUTTERWORTH HEINEMANN
PDF: 6mb
Download: http://www.mediafire.com/?52ps8w2p43y69
Mediafire unlock password: nhawe
Đăng ký:
Bài đăng (Atom)
