Reinforced Concrete Girder Bridge Study

Reinforced Concrete Girder Bridge Study PDF Author: Michael S. Black
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 270

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Book Description

Reinforced Concrete Girder Bridge Study

Reinforced Concrete Girder Bridge Study PDF Author: Michael S. Black
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 270

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Book Description


An Economical Study of Simple and Continuous Reinforced Concrete T-girder Bridge by Working Stress and Design and Ultimate Stress Design Method

An Economical Study of Simple and Continuous Reinforced Concrete T-girder Bridge by Working Stress and Design and Ultimate Stress Design Method PDF Author: Surendra Panalal Shah
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 154

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Book Description


Analysis and Design of Bridges

Analysis and Design of Bridges PDF Author: C. Yilmaz
Publisher: Springer Science & Business Media
ISBN: 9400961227
Category : Technology & Engineering
Languages : en
Pages : 447

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Book Description
The Proceedings of the NATO Advanced Study Institute on Analysis and Design of Bridges held at ~e§me, lzmir, Turkey from 28 June 1982 to 9 July 1982 are contained in the present volume. The Advanced Study Institute was attended by 37 lecturers and participants from 10 different countries. The Organizing Committee consisted of Professors P. Gtilkan, A. C. Scordelis, S. T. Wasti and 9. Yl. lmaz. The guidelines set by NATO for the Advanced Study Institute require it to serve not only as an efficient forum for the dissemination of available advanced knowledge to a selected group of qualified people but also as a platform for the exploration of future research possibilities in the scientific or engineering areas concerned. The main topics covered by the present Advanced Study Institute were the mathematical modelling of bridges for better analysis and the scientific assessment of bridge behaviour for the introduction of improved design procedures. It has been our observation that as a result of the range and depth of the lectures presented and the many informal discussions that took place, ideas became fissile, the stimulus never flagged and many gaps in the engineering knowledge of the participants were "bridged". Here we particularly wish to mention that valuable informal presenta tions of research work were made during the course of the Institute by Drs. Friedrich, Karaesmen, Lamas and Parker.

Structural Modeling Techniques for Concrete Slab and Girder Bridges

Structural Modeling Techniques for Concrete Slab and Girder Bridges PDF Author: Edgar V. Leyendecker
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 200

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Rapid Strengthening of Reinforced Concrete Bridges

Rapid Strengthening of Reinforced Concrete Bridges PDF Author:
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 336

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Laboratory Tests of Two-span Prestressed Reinforced Concrete Bridge Girders Constructed from Three Long Segments

Laboratory Tests of Two-span Prestressed Reinforced Concrete Bridge Girders Constructed from Three Long Segments PDF Author: William Leo Gamble
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 280

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Book Description
Tests of two prestressed concrete composite bridge girders which were continuous over two spans are reported. Both were I-section girders with cast-in-place decks, and had spans of about 37 ft (11 m), and were approximately 1/3 scale models of structures spanning 125 ft (38 m). Each girder was constructed from three segments which were joined end-to-end by cast-in-place concrete splices. Modell was post-tensioned after erection of the girders and casting of the deck and splice concrete. The two end segments, each supported on the final abutments and on temporary supports located about 1/3 of the span from the central pier, were pretensioned for their dead loads plus the deck concrete. The central segment, which was supported on the central pier of the structure plus the two temporary supports was precast reinforced concrete, plus a small amount of pre= tensioned reinforcement. Model 2 was externally similar, but was not post-tensioned. The segments were pretensioned for the final moments, and were joined by splicing reinforcing bars which extended into the splice region. Both structures were subjected to a series of loadings to the service load, design ultimate, and high over-load levels. Both had capacities which were significantly higher than the design ultimate values. The capacities were generally predictable on the basis of flexural strength calculations, and shear did not cause major problems. Joint details in Modell lead to difficulties in two tests, and this aspect of the design is discussed in detail.

Experimental and Analytical Evaluation of Continuous Concrete Box Girder Bridges

Experimental and Analytical Evaluation of Continuous Concrete Box Girder Bridges PDF Author: Yongda Fu
Publisher:
ISBN:
Category :
Languages : en
Pages : 302

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Bridge Evaluation and Analysis

Bridge Evaluation and Analysis PDF Author: National Research Council (U.S.). Highway Research Board
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 80

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Book Description


Adjacent Precast Concrete Box Beam Bridges

Adjacent Precast Concrete Box Beam Bridges PDF Author: H. G. Russell
Publisher: Transportation Research Board
ISBN: 0309098300
Category : Box beams
Languages : en
Pages : 86

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

Connection of Simple-span Precast Concrete Girders for Continuity

Connection of Simple-span Precast Concrete Girders for Continuity PDF Author: Richard A. Miller (Professional engineer)
Publisher: Transportation Research Board
ISBN: 0309087937
Category : Concrete beams
Languages : en
Pages : 202

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Book Description
Introduction and Research Approach -- Findings -- Interpretation, Appraisal, and Application -- Interpretation, Appraisal, and Application -- References -- Appendixes.