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9783764354916 - Bruno Thürlimann; Joseph Schwartz; Aurello Muttoni: Design of Concrete Structures with Stress Fields
1
Bruno Thürlimann; Joseph Schwartz; Aurello Muttoni (?):

Design of Concrete Structures with Stress Fields (1996) (?)

ISBN: 9783764354916 (?) or 3764354917, probably in english, Springer Basel AG, hardcover, New

£ 82.69 (Fr. 107.00)¹ + Shipping: £ 13.91 (Fr. 18.00)¹ = £ 96.60 (Fr. 125.00)¹(without obligation)
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Design of Concrete Structures with Stress Fields, 17 2 STRESS FIELDS FOR SIMPLE STRUCTURES 2. 1 INTRODUCTION In this chapter the behavior and strength of simple structures made of rein forced or prestressed concrete is investigated with the aid of stress fields. In particular, the webs and flanges of beams, simple walls, brackets, bracing beams and joints of frames are investigated. By this means, the majority of design cases are already covered. In reality, all structural components are three-dimensional. Here, however, components are considered either directly as two-dimensional plate elements (i. E. the plane stress condition with no variation of stress over the thickness of the element) or they are subdivided into several plates. Since two-dimensional structural elements are statically redundant, it is pOSSible for a particular loading to be in equilibrium with many (theoretically an infinite number of) stress states. If the lower bound method of the theory of plasticity is employed, then an admissible stress field or any combination of such stress fields may be selected. In chapter 4 it is shown that this method is suitable for the design of reinforced concrete structures, and the consequence of the choice of the final structural system on the structural behavior is dealt with in detail. The first cases of the use of this method date back to Ritter [6] and Morsch [4], who already at the beginning of the century investigated the resultants of the internal stresses by means of truss models. gebundene Ausgabe, 01.12.1996
9783764354916 - Bruno Thürlimann; Joseph Schwartz; Aurello Muttoni: Design of Concrete Structures with Stress Fields
2
Bruno Thürlimann; Joseph Schwartz; Aurello Muttoni (?):

Design of Concrete Structures with Stress Fields (1996) (?)

ISBN: 9783764354916 (?) or 3764354917, probably in english, Springer Basel AG, hardcover, New

£ 70.08 ( 82.99)¹ + Shipping: £ 2.96 ( 3.50)¹ = £ 73.04 ( 86.49)¹(without obligation)
plus shipping
From Seller/Antiquarian
Design of Concrete Structures with Stress Fields 17 2 STRESS FIELDS FOR SIMPLE STRUCTURES 2. 1 INTRODUCTION In this chapter the behavior and strength of simple structures made of rein forced or prestressed concrete is investigated with the aid of stress fields. In particular, the webs and flanges of beams, simple walls, brackets, bracing beams and joints of frames are investigated. By this means, the majority of design cases are already covered. In reality, all structural components are three-dimensional. Here, however, components are considered either directly as two-dimensional plate elements (i. E. the plane stress condition with no variation of stress over the thickness of the element) or they are subdivided into several plates. Since two-dimensional structural elements are statically redundant, it is pOSSible for a particular loading to be in equilibrium with many (theoretically an infinite number of) stress states. If the lower bound method of the theory of plasticity is employed, then an admissible stress field or any combination of such stress fields may be selected. In chapter 4 it is shown that this method is suitable for the design of reinforced concrete structures, and the consequence of the choice of the final structural system on the structural behavior is dealt with in detail. The first cases of the use of this method date back to Ritter [6] and Morsch [4], who already at the beginning of the century investigated the resultants of the internal stresses by means of truss models. 01.12.1996, gebundene Ausgabe
9783764354916 - Aurello Muttoni; Joseph Schwartz; Bruno Thürlimann: Design of Concrete Structures with Stress Fields
3
Aurello Muttoni; Joseph Schwartz; Bruno Thürlimann (?):

Design of Concrete Structures with Stress Fields (?)

ISBN: 9783764354916 (?) or 3764354917, probably in english, Springer Shop, hardcover, New

£ 61.81 (Fr. 79.98)¹(without obligation)
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17 2 STRESS FIELDS FOR SIMPLE STRUCTURES 2. 1 INTRODUCTION In this chapter the behavior and strength of simple structures made of rein­ forced or prestressed concrete is investigated with the aid of stress fields. In particular, the webs and flanges of beams, simple walls, brackets, bracing beams and joints of frames are investigated. By this means, the majority of design cases are already covered. In reality, all structural components are three-dimensional. Here, however, components are considered either directly as two-dimensional plate elements (i. E. the plane stress condition with no variation of stress over the thickness of the element) or they are subdivided into several plates. Since two-dimensional structural elements are statically redundant, it is pOSSible for a particular loading to be in equilibrium with many (theoretically an infinite number of) stress states. If the lower bound method of the theory of plasticity is employed, then an admissible stress field or any combination of such stress fields may be selected. In chapter 4 it is shown that this method is suitable for the design of reinforced concrete structures, and the consequence of the choice of the final structural system on the structural behavior is dealt with in detail. The first cases of the use of this method date back to Ritter [6] and Morsch [4], who already at the beginning of the century investigated the resultants of the internal stresses by means of truss models. Hard cover
9783764354916 - Muttoni: / Schwartz / Thürlimann | Design of Concrete Structures with Stress Fields | Birkhäuser | 1997 | 1996
4
Muttoni (?):

/ Schwartz / Thürlimann | Design of Concrete Structures with Stress Fields | Birkhäuser | 1997 | 1996 (?)

ISBN: 9783764354916 (?) or 3764354917, probably in english, Birkhäuser, New

£ 67.54 ( 79.98)¹(free shipping, without obligation)
From Seller/Antiquarian
17 2 STRESS FIELDS FOR SIMPLE STRUCTURES 2. 1 INTRODUCTION In this chapter the behavior and strength of simple structures made of rein­ forced or prestressed concrete is investigated with the aid of stress fields. In particular, the webs and flanges of beams, simple walls, brackets, bracing beams and joints of frames are investigated. By this means, the majority of design cases are already covered. In reality, all structural components are three-dimensional. Here, however, components are considered either directly as two-dimensional plate elements (i. E. the plane stress condition with no variation of stress over the thickness of the element) or they are subdivided into several plates. Since two-dimensional structural elements are statically redundant, it is pOSSible for a particular loading to be in equilibrium with many (theoretically an infinite number of) stress states. If the lower bound method of the theory of plasticity is employed, then an admissible stress field or any combination of such stress fields may be selected. In chapter 4 it is shown that this method is suitable for the design of reinforced concrete structures, and the consequence of the choice of the final structural system on the structural behavior is dealt with in detail. The first cases of the use of this method date back to Ritter [6] and Morsch [4], who already at the beginning of the century investigated the resultants of the internal stresses by means of truss models.
9783764354916 - Design of Concrete Structures with Stress Fields
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Design of Concrete Structures with Stress Fields (1996) (?)

ISBN: 9783764354916 (?) or 3764354917, probably in english, Springer Basel AG, New

£ 67.55 ( 79.99)¹(free shipping, without obligation)
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17 2 STRESS FIELDS FOR SIMPLE STRUCTURES 2. 1 INTRODUCTION In this chapter the behavior and strength of simple structures made of rein forced or prestressed concrete is investigated with the aid of stress fields. In particular, the webs and flanges of beams, simple walls, brackets, bracing beams and joints of frames are investigated. By this means, the majority of design cases are already covered. In reality, all structural components are three-dimensional. Here, however, components are considered either directly as two-dimensional plate elements (i. E. the plane stress condition with no variation of stress over the thickness of the element) or they are subdivided into several plates. Since two-dimensional structural elements are statically redundant, it is pOSSible for a particular loading to be in equilibrium with many (theoretically an infinite number of) stress states. If the lower bound method of the theory of plasticity is employed, then an admissible stress field or any combination of such stress fields may be selected. In chapter 4 it is shown that this method is suitable for the design of reinforced concrete structures, and the consequence of the choice of the final structural system on the structural behavior is dealt with in detail. The first cases of the use of this method date back to Ritter [6] and Morsch [4], who already at the beginning of the century investigated the resultants of the internal stresses by means of truss models. gebundene Ausgabe, 01.12.1996
9783764354916 - Bruno Thürlimann; Joseph Schwartz; Aurello Muttoni: Design of Concrete Structures with Stress Fields
6
Bruno Thürlimann; Joseph Schwartz; Aurello Muttoni (?):

Design of Concrete Structures with Stress Fields (1996) (?)

ISBN: 9783764354916 (?) or 3764354917, in german, Springer Basel AG, hardcover, New

£ 81.46 (Fr. 112.00)¹ + Shipping: £ 13.09 (Fr. 18.00)¹ = £ 94.55 (Fr. 130.00)¹(without obligation)
Versandfertig innert 3 Wochen
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Design of Concrete Structures with Stress Fields, 17 2 STRESS FIELDS FOR SIMPLE STRUCTURES 2. 1 INTRODUCTION In this chapter the behavior and strength of simple structures made of rein­ forced or prestressed concrete is investigated with the aid of stress fields. In particular, the webs and flanges of beams, simple walls, brackets, bracing beams and joints of frames are investigated. By this means, the majority of design cases are already covered. In reality, all structural components are three-dimensional. Here, however, components are considered either directly as two-dimensional plate elements (i. E. the plane stress condition with no variation of stress over the thickness of the element) or they are subdivided into several plates. Since two-dimensional structural elements are statically redundant, it is pOSSible for a particular loading to be in equilibrium with many (theoretically an infinite number of) stress states. If the lower bound method of the theory of plasticity is employed, then an admissible stress field or any combination of such stress fields may be selected. In chapter 4 it is shown that this method is suitable for the design of reinforced concrete structures, and the consequence of the choice of the final structural system on the structural behavior is dealt with in detail. The first cases of the use of this method date back to Ritter [6] and Morsch [4], who already at the beginning of the century investigated the resultants of the internal stresses by means of truss models. gebundene Ausgabe, 01.12.1996
9783764354916 - Bruno Thürlimann; Joseph Schwartz; Aurello Muttoni: Design of Concrete Structures with Stress Fields
7
Bruno Thürlimann; Joseph Schwartz; Aurello Muttoni (?):

Design of Concrete Structures with Stress Fields (1996) (?)

ISBN: 9783764354916 (?) or 3764354917, in german, Springer Basel AG, hardcover, New

£ 67.55 ( 79.99)¹(free shipping, without obligation)
Versandfertig innerhalb von 3 Wochen
From Seller/Antiquarian
Design of Concrete Structures with Stress Fields 17 2 STRESS FIELDS FOR SIMPLE STRUCTURES 2. 1 INTRODUCTION In this chapter the behavior and strength of simple structures made of rein­ forced or prestressed concrete is investigated with the aid of stress fields. In particular, the webs and flanges of beams, simple walls, brackets, bracing beams and joints of frames are investigated. By this means, the majority of design cases are already covered. In reality, all structural components are three-dimensional. Here, however, components are considered either directly as two-dimensional plate elements (i. E. the plane stress condition with no variation of stress over the thickness of the element) or they are subdivided into several plates. Since two-dimensional structural elements are statically redundant, it is pOSSible for a particular loading to be in equilibrium with many (theoretically an infinite number of) stress states. If the lower bound method of the theory of plasticity is employed, then an admissible stress field or any combination of such stress fields may be selected. In chapter 4 it is shown that this method is suitable for the design of reinforced concrete structures, and the consequence of the choice of the final structural system on the structural behavior is dealt with in detail. The first cases of the use of this method date back to Ritter [6] and Morsch [4], who already at the beginning of the century investigated the resultants of the internal stresses by means of truss models. 01.12.1996, gebundene Ausgabe
9783034890472 - Aurello Muttoni, Joseph Schwartz, Bruno Thürlimann: Design of Concrete Structures with Stress Fields
8
Aurello Muttoni, Joseph Schwartz, Bruno Thürlimann (?):

Design of Concrete Structures with Stress Fields (1996) (?)

ISBN: 9783034890472 (?) or 3034890478, in english, 152 pages, Birkhäuser Basel, New, first edition, ebook, digital download

eBook for download
From Seller/Antiquarian
The book presents a unified approach to the design and detailing of reinforced and prestressed concrete structures. Simple and, above all, clear models in the form of stress fields, consistently based on the theory of plasticity are developed to determine the statical action and the strength. These models are then used to design and detail the structural components and connections. Practical experience as well as fifty years of extensive testing have demonstrated that the theory of plasticity provides a rational, logical, consistent and simple method for investigating the statical behaviour and strength of reinforced and prestressed concrete structures. Throughout the text references are made to the pertinent literature. Also available in German, Kindle Edition, Ausgabe: 1, Format: Kindle eBook, Label: Birkhäuser Basel, Birkhäuser Basel, Produktgruppe: eBooks, Publiziert: 1996-12-01, Freigegeben: 1996-12-01, Studio: Birkhäuser Basel, Verkaufsrang: 493449
9783034890472 - Aurello Muttoni, Joseph Schwartz, Bruno Thürlimann: Design of Concrete Structures with Stress Fields
9
Aurello Muttoni, Joseph Schwartz, Bruno Thürlimann (?):

Design of Concrete Structures with Stress Fields (1996) (?)

ISBN: 9783034890472 (?) or 3034890478, in english, 152 pages, Birkhäuser Basel, New, first edition, ebook, digital download

eBook for download
From Seller/Antiquarian
The book presents a unified approach to the design and detailing of reinforced and prestressed concrete structures. Simple and, above all, clear models in the form of stress fields, consistently based on the theory of plasticity are developed to determine the statical action and the strength. These models are then used to design and detail the structural components and connections. Practical experience as well as fifty years of extensive testing have demonstrated that the theory of plasticity provides a rational, logical, consistent and simple method for investigating the statical behaviour and strength of reinforced and prestressed concrete structures. Throughout the text references are made to the pertinent literature. Also available in German, Kindle Edition, Ausgabe: 1, Format: Kindle eBook, Label: Birkhäuser Basel, Birkhäuser Basel, Produktgruppe: eBooks, Publiziert: 1996-12-01, Freigegeben: 1996-12-01, Studio: Birkhäuser Basel, Verkaufsrang: 511195
9783034890472 - Aurello Muttoni; Joseph Schwartz; Bruno Thürlimann: Design of Concrete Structures with Stress Fields
10
Aurello Muttoni; Joseph Schwartz; Bruno Thürlimann (?):

Design of Concrete Structures with Stress Fields (?)

ISBN: 9783034890472 (?) or 3034890478, in german, Springer Nature, New, ebook

In Stock
From Seller/Antiquarian
Fundament, Torsion, beam, concrete, development, prestressed concrete, reinforced concrete, structure, theory of plasticity, Engineering; Building Construction and Design; Engineering, general; Structural Mechanics, eBook