Precast Segmental Double-T Girder Systems for Multi-span Highway Overpass Bridges
Author: Jeffrey Stuart Smith
Publisher:
Published: 2012
Total Pages:
ISBN-13: 9780494857472
DOWNLOAD EBOOKRead and Download eBook Full
Author: Jeffrey Stuart Smith
Publisher:
Published: 2012
Total Pages:
ISBN-13: 9780494857472
DOWNLOAD EBOOKAuthor: Reid Wilson Castrodale
Publisher: Transportation Research Board
Published: 2004
Total Pages: 603
ISBN-13: 0309087872
DOWNLOAD EBOOKAt head of title: National Cooperative Highway Research Program.
Author: Fadzli Mohamed Nazri
Publisher: Springer
Published: 2019-02-09
Total Pages: 74
ISBN-13: 303011984X
DOWNLOAD EBOOKThis book explores the fundamentals of the elastic behaviour of erected precast segmental box girders (SBG) when subjected to static load, as well as the construction process (casting and erection work) involved. It analyzes and compares the experimental results with those obtained using the finite element method and theoretical calculations. A short-term deflection analysis for different loads is obtained by determining the maximum deflection, stress and strain value of single span precast SBG under a variety of transversal slope. The outcome of this work provides a better understanding of the behaviour of precast SBG in terms of structural responses as well as defects, so that maintenance work can then be focused on the critical section at mid span area specifically for the bridge project longitudinally and transversely. The book is of interest to industry professionals involved in conducting static load tests on bridges, and all researchers, designers, and engineers seeking to validate experimental work with numerical and analytical approaches.
Author: Yang Eileen Li
Publisher:
Published: 2010
Total Pages: 0
ISBN-13: 9780494675717
DOWNLOAD EBOOKThis thesis compares the consumption of primary superstructure material in a conventional single span CPCI system with those of double-T alternatives. The CPCI system is currently the preferred bridge type for short and medium spans in Canada, despite its relatively inefficient use of materials due to imperfect live load sharing among multiple parallel girders. The double-T alternatives utilize slender double-T cross-sections, fully precast segments, and post-tensioning in both longitudinal and transverse direction. The economy of the CPCI and double-T systems is compared within the framework of four sample designs. The results indicate that the double-T systems are in general more efficient than the CPCI system and have the potential to achieve better economy.
Author: Mary Beth Deisz Hueste
Publisher:
Published: 2016
Total Pages: 211
ISBN-13:
DOWNLOAD EBOOKThe Texas Department of Transportation designs typical highway bridge structures as simple span systems using standard precast, pretensioned girders. Spans are limited to about 150 ft due to weight and length restrictions on transporting the precast girder units from the prestressing plant to the bridge site. Such bridge construction, while economical from an initial cost point of view, may become somewhat limiting when longer spans are needed. This project focused on developing additional economical design alternatives for longer span bridges with main spans ranging from 150-300 ft, using continuous precast, prestressed concrete bridge structures with in-span splices. Phase 1 of this study focused on evaluating the current state-of-the-art and practice relevant to continuous precast concrete girder bridges and recommending suitable continuity connections for typical Texas bridge girders; the findings are documented in the Volume 1 project report. This report summarizes Phase 2 of the research including detailed design examples for shored and partially shored construction, results of a parametric design study, and results of an experimental program that tested a full-scale girder containing three splice connections. The parametric design study indicated that for bridges spanning from 150-300 ft, continuous precast, prestressed concrete girder bridges with in-span splices can provide an economical alternative to steel girder bridges and segmental concrete box girder construction. The tested splice connections performed well under service level loads. However, the lack of continuity of the pretensioning through the splice connection region had a significant impact on the behavior at higher loads approaching ultimate conditions. Improved connection behavior at ultimate conditions is expected through enhanced connection details. Recommendations for design of continuous spliced precast girders, along with several detailing suggestions are discussed in the report.
Author: Richard A. Miller (Professional engineer)
Publisher: Transportation Research Board National Research
Published: 2004
Total Pages: 788
ISBN-13:
DOWNLOAD EBOOKIntroduction and Research Approach -- Findings -- Interpretation, Appraisal, and Application -- Interpretation, Appraisal, and Application -- References -- Appendixes.
Author: Federal Highway Federal Highway Administration
Publisher:
Published: 2020-07-19
Total Pages: 669
ISBN-13:
DOWNLOAD EBOOKThis manual is intended to serve as a reference. It will provide technical information which will enable Manual users to perform the following activities:Describe typical erection practices for girder bridge superstructures and recognize critical construction stagesDiscuss typical practices for evaluating structural stability of girder bridge superstructures during early stages of erection and throughout bridge constructionExplain the basic concepts of stability and why it is important in bridge erection* Explain common techniques for performing advanced stability analysis along with their advantages and limitationsDescribe how differing construction sequences effect superstructure stabilityBe able to select appropriate loads, load combinations, and load factors for use in analyzing superstructure components during constructionBe able to analyze bridge members at various stages of erection* Develop erection plans that are safe and economical, and know what information is required and should be a part of those plansDescribe the differences between local, member and global (system) stability
Author: Michael Daniel Konrad
Publisher:
Published: 2014
Total Pages: 336
ISBN-13:
DOWNLOAD EBOOKAuthor: Louis J. Tilatti
Publisher:
Published: 1980
Total Pages: 396
ISBN-13:
DOWNLOAD EBOOKAuthor: Walter Podolny
Publisher: Wiley-Interscience
Published: 1982-05-11
Total Pages: 586
ISBN-13:
DOWNLOAD EBOOKAn extensively illustrated handbook summarizing the current state of the art of design and construction methods for all types of segmental bridges. Covers construction methodology, design techniques, economics, and erection of girder type bridges; arch, rigid frame, and truss bridges; cable-stayed bridges; and railroad bridges.