Structural analysis enlarged meeting of the commission vol 2. Uncertainties of the structural model and randomness of the structural behaviour. Thermal effects

Structural analysis enlarged meeting of the commission vol 2. Uncertainties of the structural model and randomness of the structural behaviour. Thermal effects PDF Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 315

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Book Description

Structural analysis enlarged meeting of the commission vol 2. Uncertainties of the structural model and randomness of the structural behaviour. Thermal effects

Structural analysis enlarged meeting of the commission vol 2. Uncertainties of the structural model and randomness of the structural behaviour. Thermal effects PDF Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 315

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Book Description


Behavior and analysis of reinforced concrete structures under alternate actions inducing inelastic response

Behavior and analysis of reinforced concrete structures under alternate actions inducing inelastic response PDF Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
ISBN: 2883940231
Category : Technology & Engineering
Languages : en
Pages : 384

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Book Description


Serviceability models behaviour and modelling in serviceability limit states including repeated and sustained loads progress report

Serviceability models behaviour and modelling in serviceability limit states including repeated and sustained loads progress report PDF Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
ISBN: 2883940347
Category : Technology & Engineering
Languages : en
Pages : 281

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Book Description


Concrete tension and size effects

Concrete tension and size effects PDF Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
ISBN: 2883940363
Category : Technology & Engineering
Languages : en
Pages : 259

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Book Description


Seismic design of reinforced concrete structures for controlled inelastic response design concepts

Seismic design of reinforced concrete structures for controlled inelastic response design concepts PDF Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
ISBN: 2883940355
Category : Technology & Engineering
Languages : en
Pages : 213

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Book Description


Non linear analysis of beams and frames discussion of a parametric research

Non linear analysis of beams and frames discussion of a parametric research PDF Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
ISBN: 2883940304
Category : Technology & Engineering
Languages : en
Pages : 225

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Book Description


New developments in non linear analysis methods basic papers from the working party

New developments in non linear analysis methods basic papers from the working party PDF Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
ISBN: 2883940320
Category : Technology & Engineering
Languages : en
Pages : 98

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Ultimate limit state design models a state of art report

Ultimate limit state design models a state of art report PDF Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
ISBN: 2883940266
Category : Technology & Engineering
Languages : en
Pages : 247

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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.

Safety and performance concepts contributions to the workshop sessions model uncertainties new concepts and full scale testing

Safety and performance concepts contributions to the workshop sessions model uncertainties new concepts and full scale testing PDF Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
ISBN: 2883940223
Category : Technology & Engineering
Languages : en
Pages : 256

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Book Description


High performance concrete recommended extensions to the model code 90 research needs

High performance concrete recommended extensions to the model code 90 research needs PDF Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
ISBN: 2883940312
Category : Technology & Engineering
Languages : en
Pages : 57

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Book Description
The report has been prepared by the Joint Working Group on High Strength/High Performance Concrete, set up by CEB and FIP and comprising 15 experts from Europe, North America, Japan and Australia. Part one 'Recommended Extensions to Model Code 90' identifies the lacuna in existing regulations and proposes supplementary or alternative solutions to be applied with caution for concrete grades above C 50. In order to facilitate its use the report is edited in two columns following the numbering of the CEB-FIP Model Code 1990. It will be presented for approval to the 30th CEB Plenary Session in Berlin, September 1995. Part two identifies the research needs resulting from those clauses of Model Code 90 which needed amendments. Also more basic research needed for a better understanding of mechanical, physical and chemical processes which cannot be connected directly to a short-term application has been included."--Back cover.