Optimal Design of Precast I-girder Bridges Made with High-performance Concrete

Optimal Design of Precast I-girder Bridges Made with High-performance Concrete PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :

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Optimal Design of Precast I-girder Bridges Made with High-performance Concrete

Optimal Design of Precast I-girder Bridges Made with High-performance Concrete PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :

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Optimal Design of Precast I-girder Bridges Made with High-performance Concrete

Optimal Design of Precast I-girder Bridges Made with High-performance Concrete PDF Author: Mostafa Ahmed Hassanain
Publisher:
ISBN: 9780061231018
Category : Concrete
Languages : en
Pages : 212

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Optimal Design and Performance of Longitudinally Spliced Precast-prestressed Concrete Bridges

Optimal Design and Performance of Longitudinally Spliced Precast-prestressed Concrete Bridges PDF Author: Pimpida Surakomol
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 760

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Innovative Design Approach of Precast-prestressed Girder Bridges Using Ultra High Performance Concrete

Innovative Design Approach of Precast-prestressed Girder Bridges Using Ultra High Performance Concrete PDF Author: H. Almansour
Publisher:
ISBN:
Category : High strength concrete
Languages : en
Pages : 38

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Extending Span Ranges of Precast Prestressed Concrete Girders

Extending Span Ranges of Precast Prestressed Concrete Girders PDF Author: Reid Wilson Castrodale
Publisher: Transportation Research Board
ISBN: 0309087872
Category : Concrete bridges
Languages : en
Pages : 603

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Book Description
At head of title: National Cooperative Highway Research Program.

Optimization of Span-to-depth Ratios in High-strength Concrete Girder Bridges

Optimization of Span-to-depth Ratios in High-strength Concrete Girder Bridges PDF Author: Sandy Shuk-Yan Poon
Publisher:
ISBN: 9780494594490
Category :
Languages : en
Pages : 290

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Book Description
Span-to-depth ratio is an important bridge design parameter that affects structural behaviour, construction costs and aesthetics. A study of 86 constant-depth girders indicates that conventional ratios have not changed significantly since 1958. These conventional ratios are now questionable, because recently developed high-strength concrete has enhanced mechanical properties that allow for slenderer sections.Based on material consumption, cost, and aesthetics comparisons, the thesis determines optimal ratios of an 8-span highway viaduct constructed with high-strength concrete. Three bridge types are investigated: cast-in-place on falsework box-girder and solid slabs, and precast segmental span-by-span box-girder. Results demonstrate that total construction cost is relatively insensitive to span-to-depth ratio over the following ranges of ratios: 10--35, 30--45, and 15--25 for the three bridge types respectively. This finding leads to greater freedom for aesthetic expressions because, compared to conventional values (i.e. 18--23, 22--39, and 16--19), higher ranges of ratios can now be selected without significant cost premiums.

Proceedings of 17th Symposium on Earthquake Engineering (Vol. 3)

Proceedings of 17th Symposium on Earthquake Engineering (Vol. 3) PDF Author: Manish Shrikhande
Publisher: Springer Nature
ISBN: 9819915791
Category : Science
Languages : en
Pages : 763

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Book Description
This book presents select proceedings of the 17th Symposium on Earthquake Engineering organized by the Department of Earthquake Engineering, Indian Institute of Technology Roorkee. The topics covered in the proceedings include engineering seismology and seismotectonics, earthquake hazard assessment, seismic microzonation and urban planning, dynamic properties of soils and ground response, ground improvement techniques for seismic hazards, computational soil dynamics, dynamic soil–structure interaction, codal provisions on earthquake-resistant design, seismic evaluation and retrofitting of structures, earthquake disaster mitigation and management, and many more. This book also discusses relevant issues related to earthquakes, such as human response and socioeconomic matters, post-earthquake rehabilitation, earthquake engineering education, public awareness, participation and enforcement of building safety laws, and earthquake prediction and early warning system. This book is a valuable reference for researchers and professionals working in the area of earthquake engineering.

Prestressed Concrete Bridges

Prestressed Concrete Bridges PDF Author: Nigel R. Hewson
Publisher: Thomas Telford
ISBN: 9780727732231
Category : Technology & Engineering
Languages : en
Pages : 412

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Book Description
Prestressed concrete decks are commonly used for bridges with spans between 25m and 450m and provide economic, durable and aesthetic solutions in most situations where bridges are needed. Concrete remains the most common material for bridge construction around the world, and prestressed concrete is frequently the material of choice. Extensively illustrated throughout, this invaluable book brings together all aspects of designing prestressed concrete bridge decks into one comprehensive volume. The book clearly explains the principles behind both the design and construction of prestressed concrete bridges, illustrating the interaction between the two. It covers all the different types of deck arrangement and the construction techniques used, ranging from in-situ slabs and precast beams; segmental construction and launched bridges; and cable-stayed structures. Included throughout the book are many examples of the different types of prestressed concrete decks used, with the design aspects of each discussed along with the general analysis and design process. Detailed descriptions of the prestressing components and systems used are also included. Prestressed Concrete Bridges is an essential reference book for both the experienced engineer and graduate who want to learn more about the subject.

Analysis and Design of Ultra-high-performance Concrete Shear Key for Precast Prestressed Concrete Adjacent Box Girder Bridges

Analysis and Design of Ultra-high-performance Concrete Shear Key for Precast Prestressed Concrete Adjacent Box Girder Bridges PDF Author: Husam H. Hussein
Publisher:
ISBN:
Category : Box girder bridges
Languages : en
Pages :

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Conceptual Design of Precast Concrete Bridge Superstructures

Conceptual Design of Precast Concrete Bridge Superstructures PDF Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
ISBN: 2883941491
Category : Technology & Engineering
Languages : en
Pages : 290

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Book Description
Concrete bridges are an important part of today's road infrastructure. An important part of those concrete bridges is to a large extent prefabricated. Precast concrete enables all the advantages of an industrialized process to be fully utilized. Contemporary concrete mixtures are used to realize high-strength bridge girders and piers that exactly meet the requirements set, both structurally and aesthetically, with a small ecological footprint. Sustainable and durable! On the construction site, there is no need for complex formwork, the execution time is drastically reduced and where road, water and rail traffic on or under the bridge has to be temporarily interrupted, it is only minimally inconvenienced during the execution of the project. Bridges capture the imagination. In addition to their pure functionality, overcoming a height difference, they offer designers unprecedented opportunities to shape their creativity, including when using precast concrete. This bulletin, prepared by the experts of Task Group 6.5 'Precast concrete bridges', takes a closer look at the conceptual (preliminary) design of prefabricated concrete bridges. The bulletin does not have the ambition to define the umbrella term 'conceptual design' but shows in a pragmatic way, using 24 examples spread all over the world, how leading designers use this methodology to select from the many possibilities to arrive at an ideal solution taking into account all design conditions. One often reads that experience is a necessary condition for good conceptual design. The pooled knowledge and experience in this bulletin already provide the reader with a good head start. Commission 6 thanks the former convener of the Task Group Hugo Corres, editor of this document, and the current co-conveners Marcello Waimberg and Ken-ichi Kata as well as all active members of the Task Group for sharing their knowledge and experience and for the successful realization of this bulletin.