Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time-dependent Effects

Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time-dependent Effects PDF Author: Ahmad Fazlul Kabir
Publisher:
ISBN:
Category : Reinforced concrete construction
Languages : en
Pages : 500

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Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time-dependent Effects

Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time-dependent Effects PDF Author: Ahmad Fazlul Kabir
Publisher:
ISBN:
Category : Reinforced concrete construction
Languages : en
Pages : 500

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Scientific and Technical Aerospace Reports

Scientific and Technical Aerospace Reports PDF Author:
Publisher:
ISBN:
Category : Aeronautics
Languages : en
Pages : 702

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Nonlinear Geometric, Material and Time Dependent Analysis of Reinforced Concrete Shells with Edge Beams

Nonlinear Geometric, Material and Time Dependent Analysis of Reinforced Concrete Shells with Edge Beams PDF Author: Esmond Chi-Yiu Chan
Publisher:
ISBN:
Category : Elastic analysis (Engineering)
Languages : en
Pages : 750

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Computational Mechanics of Nonlinear Response of Shells

Computational Mechanics of Nonlinear Response of Shells PDF Author: Wilfried B. Krätzig
Publisher: Springer Science & Business Media
ISBN: 3642840450
Category : Technology & Engineering
Languages : en
Pages : 410

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Book Description
Shell structures and their components are applied in many engineering fields. Designers are attaching ever increasing importance to nonlinear responses such as large deformations, instabilities and nonlinear material properties in their design analysis. This volume presents a careful selection of papers from the ICES '88 Conference covering various aspects of nonlinear shell responses.

Finite Strip Analysis of Bridges

Finite Strip Analysis of Bridges PDF Author: M.S. Cheung
Publisher: CRC Press
ISBN: 1482294788
Category : Architecture
Languages : en
Pages : 364

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Book Description
In-depth, comprehensive and up-to-date information on the powerful finite strip method of analysis of bridges. It is in three parts. The first introduces the method and gives the necessary background. The second explains the evolution of the method and the third part provides detailed information on the application of the method to highway bridges.

International Symposium : Nonlinearity and Continuity in Prestressed Concrete: Hyperstatic structures: nonlinear analysis

International Symposium : Nonlinearity and Continuity in Prestressed Concrete: Hyperstatic structures: nonlinear analysis PDF Author:
Publisher:
ISBN:
Category : Prestressed concrete
Languages : en
Pages : 330

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Finite element method. Methods of calculation short terms deflections of reinforced concrete slats

Finite element method. Methods of calculation short terms deflections of reinforced concrete slats PDF Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 246

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PCI Journal

PCI Journal PDF Author:
Publisher:
ISBN:
Category : Precast concrete
Languages : en
Pages : 1172

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Summaries of Projects Completed

Summaries of Projects Completed PDF Author: National Science Foundation (U.S.)
Publisher:
ISBN:
Category : Engineering
Languages : en
Pages : 1108

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Bridge Evaluation, Repair and Rehabilitation

Bridge Evaluation, Repair and Rehabilitation PDF Author: A.S. Nowak
Publisher: Springer Science & Business Media
ISBN: 9400921535
Category : Technology & Engineering
Languages : en
Pages : 618

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Book Description
Evaluation, repair and rehabilitation of bridges are increasingly important topics in the effort to deal with the deteriorating infrastructure. For example, in the United States about 40 percent of the nation's 570,000 bridges are classified, according to the Federal Highway Administra tion's (FHW A) criteria, as deficient and in need of rehabilitation and replacement. In other countries the situation is similar. FHW A estimates the cost of a bridge replacement and reha bilitation program at 50 billion dollars. The major factors that have contributed to the present situation are: the age, inadequate maintenance, increasing load spectra and environmental contamination. The deficient bridges are posted, repaired or replaced. The disposition of bridges involves clear economical and safety implications. To avoid high costs of replacement or repair, the evaluation must accurately reveal the present load carrying capacity of the struc ture and predict loads and any further changes in the capacity (deterioration) in the applicable time span. Accuracy of bridge evaluation can be improved by using the recent developments in bridge diagnostics, structural tests, material tests, structural analysis and probabilistic methods. There is a need for an international exchange of advanced experience to increase the research effi ciency. The Workshop is organized on the premise that the exchange of existing American and European experience in the area of bridge evaluation, repair and rehabilitation is beneficial for both parties involved.