Author: Ahmad Fazlul KabirPublisher:
ISBN:
Category : Reinforced concrete construction
Languages : en
Pages : 500
Book Description
Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time-dependent Effects
Author: Ahmad Fazlul KabirPublisher:
ISBN:
Category : Reinforced concrete construction
Languages : en
Pages : 500
Book Description
Nonlinear Geometric, Material and Time Dependent Analysis of Reinforced and Prestressed Concrete Slabs and Panels
Author: Johannes Van GreunenPublisher:
ISBN:
Category : Concrete panels
Languages : en
Pages : 570
Book Description
Scientific and Technical Aerospace Reports
Author: Nonlinear Geometric, Material and Time Dependent Analysis of Reinforced Concrete Shells with Edge Beams
Author: Esmond Chi-Yiu ChanPublisher:
ISBN:
Category : Elastic analysis (Engineering)
Languages : en
Pages : 750
Book Description
Computational Mechanics of Nonlinear Response of Shells
Author: Wilfried B. KrätzigPublisher: Springer Science & Business Media
ISBN: 3642840450
Category : Technology & Engineering
Languages : en
Pages : 410
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
Author: M.S. CheungPublisher: CRC Press
ISBN: 1482294788
Category : Architecture
Languages : en
Pages : 364
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.
Nonlinear Geometric, Material and Time Dependent Analysis of Segmentally Erected, Three Dimensional Cable Stayed Bridges
Author: Sajid AbbasInternational Symposium : Nonlinearity and Continuity in Prestressed Concrete: Hyperstatic structures: nonlinear analysis
Author: Publisher:
ISBN:
Category : Prestressed concrete
Languages : en
Pages : 330
Book Description
Nonlinear Analysis of Reinforced Concrete Slabs and Shells
Author: Cheng-Shung LinPublisher:
ISBN:
Category : Concrete slabs
Languages : en
Pages : 180
Book Description
Bridge Evaluation, Repair and Rehabilitation
Author: A.S. NowakPublisher: Springer Science & Business Media
ISBN: 9400921535
Category : Technology & Engineering
Languages : en
Pages : 618
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.