Author: Ningxu Han
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 352
Book Description
Time Dependent Behaviour of High Strength Concrete
Author: Ningxu Han
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 352
Book Description
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 352
Book Description
Time-Dependent Behaviour of Concrete Structures
Author: Raymond Ian Gilbert
Publisher: CRC Press
ISBN: 1482288710
Category : Technology & Engineering
Languages : en
Pages : 447
Book Description
Serviceability failures of concrete structures involving excessive cracking or deflection are relatively common, even in structures that comply with code requirements. This is often as a result of a failure to adequately account for the time-dependent deformations of concrete in the design of the structure. The serviceability provisions embodied in
Publisher: CRC Press
ISBN: 1482288710
Category : Technology & Engineering
Languages : en
Pages : 447
Book Description
Serviceability failures of concrete structures involving excessive cracking or deflection are relatively common, even in structures that comply with code requirements. This is often as a result of a failure to adequately account for the time-dependent deformations of concrete in the design of the structure. The serviceability provisions embodied in
Time-dependent Behavior of High-strength Concrete Due to Creep
Author: Nathan Edward Skillern
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 136
Book Description
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 136
Book Description
Time-dependent Behavior of High-strength Concrete Under High Sustained Compressive Stresses
Author: Mohammad Mahmoud Smadi
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 664
Book Description
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 664
Book Description
Time-Dependent Behaviour of Concrete Structures
Author: Raymond Ian Gilbert
Publisher: CRC Press
ISBN: 0203879392
Category : Technology & Engineering
Languages : en
Pages : 447
Book Description
Serviceability failures of concrete structures involving excessive cracking or deflection are relatively common, even in structures that comply with code requirements. This is often as a result of a failure to adequately account for the time-dependent deformations of concrete in the design of the structure. The serviceability provisions embodied in codes of practice are relatively crude and, in some situations, unreliable and do not adequately model the in-service behaviour of structures. In particular, they fail to adequately account for the effects of creep and shrinkage of the concrete. Design for serviceability is complicated by the non-linear and inelastic behaviour of concrete at service loads. Providing detailed information, this book helps engineers to rationally predict the time-varying deformation of concrete structures under typical in-service conditions. It gives analytical methods to help anticipate time-dependent cracking, the gradual change in tension stiffening with time, creep induced deformations and the load independent strains caused by shrinkage and temperature changes. The calculation procedures are illustrated with many worked examples. A vital guide for practising engineers and advanced students of structural engineering on the design of concrete structures for serviceability and provides a penetrating insight into the time-dependent behaviour of reinforced and prestressed concrete structures.
Publisher: CRC Press
ISBN: 0203879392
Category : Technology & Engineering
Languages : en
Pages : 447
Book Description
Serviceability failures of concrete structures involving excessive cracking or deflection are relatively common, even in structures that comply with code requirements. This is often as a result of a failure to adequately account for the time-dependent deformations of concrete in the design of the structure. The serviceability provisions embodied in codes of practice are relatively crude and, in some situations, unreliable and do not adequately model the in-service behaviour of structures. In particular, they fail to adequately account for the effects of creep and shrinkage of the concrete. Design for serviceability is complicated by the non-linear and inelastic behaviour of concrete at service loads. Providing detailed information, this book helps engineers to rationally predict the time-varying deformation of concrete structures under typical in-service conditions. It gives analytical methods to help anticipate time-dependent cracking, the gradual change in tension stiffening with time, creep induced deformations and the load independent strains caused by shrinkage and temperature changes. The calculation procedures are illustrated with many worked examples. A vital guide for practising engineers and advanced students of structural engineering on the design of concrete structures for serviceability and provides a penetrating insight into the time-dependent behaviour of reinforced and prestressed concrete structures.
Time-dependent Behaviour of Reinforced and Plain High Strength Concrete Columns
Author: Liza Maree O'Moore
Publisher:
ISBN:
Category : Columns
Languages : en
Pages : 528
Book Description
Publisher:
ISBN:
Category : Columns
Languages : en
Pages : 528
Book Description
Behavior of High-strength Concrete Under Sustained Compressive Stress
Author: Ali Salem Ngab
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 224
Book Description
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 224
Book Description
Time-dependent Behavior of High-performance Concrete
Author: Mohamed Khalil Shams
Publisher:
ISBN:
Category : High strength concrete
Languages : en
Pages : 1168
Book Description
Publisher:
ISBN:
Category : High strength concrete
Languages : en
Pages : 1168
Book Description
Time-dependent Deformation of High Strength Concrete
Author: Fahad A.M. Kandari
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 400
Book Description
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 400
Book Description
III European Conference on Computational Mechanics
Author: C. A. Mota Soares
Publisher: Springer Science & Business Media
ISBN: 1402053703
Category : Technology & Engineering
Languages : en
Pages : 861
Book Description
III European Conference on Computational Mechanics: Solids, Structures and Coupled Problem in Engineering Computational Mechanics in Solid, Structures and Coupled Problems in Engineering is today a mature science with applications to major industrial projects. This book contains the edited version of the Abstracts of Plenary and Keynote Lectures and Papers, and a companion CD-ROM with the full-length papers, presented at the III European Conference on Computational Mechanics: Solids, Structures and Coupled Problems in Engineering (ECCM-2006), held in the National Laboratory of Civil Engineering, Lisbon, Portugal 5th - 8th June 2006. The book reflects the state-of-art of Computation Mechanics in Solids, Structures and Coupled Problems in Engineering and it includes contributions by the world most active researchers in this field.
Publisher: Springer Science & Business Media
ISBN: 1402053703
Category : Technology & Engineering
Languages : en
Pages : 861
Book Description
III European Conference on Computational Mechanics: Solids, Structures and Coupled Problem in Engineering Computational Mechanics in Solid, Structures and Coupled Problems in Engineering is today a mature science with applications to major industrial projects. This book contains the edited version of the Abstracts of Plenary and Keynote Lectures and Papers, and a companion CD-ROM with the full-length papers, presented at the III European Conference on Computational Mechanics: Solids, Structures and Coupled Problems in Engineering (ECCM-2006), held in the National Laboratory of Civil Engineering, Lisbon, Portugal 5th - 8th June 2006. The book reflects the state-of-art of Computation Mechanics in Solids, Structures and Coupled Problems in Engineering and it includes contributions by the world most active researchers in this field.