Author: FIB – International Federation for Structural ConcretePublisher: FIB - International Federation for Structural Concrete
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 231
Book Description
Shear torsion and punching progress report
Author: FIB – International Federation for Structural ConcretePublisher: FIB - International Federation for Structural Concrete
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 231
Book Description
Punching shear in reinforced concrete state of the art report
Author: FIB – International Federation for Structural ConcretePublisher: FIB - International Federation for Structural Concrete
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 242
Book Description
Guide to the comité euro international du beton scope present activities and future prospects
Author: FIB – International Federation for Structural ConcretePublisher: FIB - International Federation for Structural Concrete
ISBN: 2883940177
Category : Technology & Engineering
Languages : en
Pages : 134
Book Description
Fire design of concrete structures in accordance with CEB FIP model code 90
Author: FIB – International Federation for Structural ConcretePublisher: FIB - International Federation for Structural Concrete
ISBN: 2883940134
Category : Technology & Engineering
Languages : en
Pages : 203
Book Description
A guide to the comite euro international du béton mission working programmes membership directory
Author: FIB – International Federation for Structural ConcretePublisher: FIB - International Federation for Structural Concrete
ISBN: 2883940282
Category : Technology & Engineering
Languages : en
Pages : 82
Book Description
Ultimate limit state design models a state of art report
Author: FIB – International Federation for Structural ConcretePublisher: FIB - International Federation for Structural Concrete
ISBN: 2883940266
Category : Technology & Engineering
Languages : en
Pages : 247
Book Description
The first part of the report is devoted to linear elements (beams, columns) and includes chapters on shear and flexure in beams, ultimate limit state design of prestressed beams, and of reinforced concrete members under combination of bending with axial load and shear, of beams subjected to torsion, and a chapter on shear design based on truss models with crack friction. The second part treats two-dimensional elements and includes background information on ULS design of wall, shell, and slab elements. lt concludes with a chapter on axisymmetric punching of slabs.
Strategies for testing and assessment of concrete structures guidance report
Author: FIB – International Federation for Structural ConcretePublisher: FIB - International Federation for Structural Concrete
ISBN: 2883940401
Category : Technology & Engineering
Languages : en
Pages : 191
Book Description
Application of high performance concrete report of the joint CEB FIP working group
Author: FIB – International Federation for Structural ConcretePublisher: FIB - International Federation for Structural Concrete
ISBN: 2883940258
Category : Technology & Engineering
Languages : en
Pages : 71
Book Description
Model uncertainties reports from CEB task group 1.2 Concrete barriers for environmental protection report from CEB task group 1.3
Author: FIB – International Federation for Structural ConcretePublisher: FIB - International Federation for Structural Concrete
ISBN: 2883940274
Category : Technology & Engineering
Languages : en
Pages : 121
Book Description
The introduction by the Task Group's convenor L. Taerwe 'Model uncertainties in reliability formats for concrete structures' gives an outline of the general approach summing-up his former contribution to CEB Bulletin 219 'Safety and Performance Concepts' on the consistent treatment of model uncertainties in reliability formats for concrete structures. The second contribution 'An analysis of model uncertainties: ultimata limit state of buckling' by M. Pinglot, F. Duprat and M. Lorrain investigates the model uncertainties of hinged columns and the influence of boundary conditions and proposes appropriate safety elements. The third contribution 'Model uncertainties concerning design equations for the shear capacity of concrete members without shear reinforcement' by G. König and J. Fischer compares suggested formula from various sources (CEB-FIP Model Code, Eurocode 2,Remmel) to 176 test results from a data base covering concrete strengths from 20 to 111 MPa.
Serviceability models behaviour and modelling in serviceability limit states including repeated and sustained loads progress report
Author: FIB – International Federation for Structural ConcretePublisher: FIB - International Federation for Structural Concrete
ISBN: 2883940347
Category : Technology & Engineering
Languages : en
Pages : 281
Book Description
