The Seismic Response of Precast Segmental Bridge Superstructures with Bonded Tendons PDF Download
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Author: Marc John Veletzos Publisher: ISBN: Category : Bridges Languages : en Pages : 344
Book Description
Precast segmental construction of bridges can accelerate construction and minimize the cost of bridges in highly congested urban environments, environmentally sensitive regions, difficult to access ravines, and wide river crossings where medium to long repetitive spans are needed. Despite their proven benefits, the use of precast segmental bridges in seismic regions of the United States remains very limited. A main obstacle to their use is concern regarding the seismic response of segment joints. Recent research has shown that segment joints can undergo very large rotations that open up gaps in the superstructure, while maintaining its load carrying capacity, and with little, if any, damage. This dissertation investigates the seismic response of precast segmental bridges using detailed 2D non-linear time-history analyses and focuses on the behavior of segment-to-segment joints constructed using the balanced cantilever method. The joint model was calibrated using results available from experimental work on large scale sub-assemblages. Analytical models of full scale precast segmental bridges with geometries and characteristics, similar to the Otay River Bridge and the San Francisco-Oakland Bay Bridge Skyway in California, were also used in this study. A suite of twenty near field earthquake records was used to determine the median joint response as well as to quantify the effect of vertical motion on the joint response. The earthquake records were scaled using two different scaling methods and the effect on the structure response was studied. Four different pre-earthquake stress conditions were studied to determine if the effects of creep, shrinkage and temperature impact the seismic response of segment joints. In addition, a preliminary investigation into the possibility of removing a portion of the superstructure longitudinal post-tensioning and allowing non-linear elastic response of the segment joints during a significant seismic event was performed. Results indicated that vertical earthquake motions and the pre-earthquake stress-state can alter the response of segment joints. The results also showed that the method of record scaling does not significantly alter the median response, but may effect the variation in response. Furthermore, reducing the longitudinal post-tensioning near the piers may be possible provided that service load cases do not govern the design.
Author: Marc John Veletzos Publisher: ISBN: Category : Bridges Languages : en Pages : 344
Book Description
Precast segmental construction of bridges can accelerate construction and minimize the cost of bridges in highly congested urban environments, environmentally sensitive regions, difficult to access ravines, and wide river crossings where medium to long repetitive spans are needed. Despite their proven benefits, the use of precast segmental bridges in seismic regions of the United States remains very limited. A main obstacle to their use is concern regarding the seismic response of segment joints. Recent research has shown that segment joints can undergo very large rotations that open up gaps in the superstructure, while maintaining its load carrying capacity, and with little, if any, damage. This dissertation investigates the seismic response of precast segmental bridges using detailed 2D non-linear time-history analyses and focuses on the behavior of segment-to-segment joints constructed using the balanced cantilever method. The joint model was calibrated using results available from experimental work on large scale sub-assemblages. Analytical models of full scale precast segmental bridges with geometries and characteristics, similar to the Otay River Bridge and the San Francisco-Oakland Bay Bridge Skyway in California, were also used in this study. A suite of twenty near field earthquake records was used to determine the median joint response as well as to quantify the effect of vertical motion on the joint response. The earthquake records were scaled using two different scaling methods and the effect on the structure response was studied. Four different pre-earthquake stress conditions were studied to determine if the effects of creep, shrinkage and temperature impact the seismic response of segment joints. In addition, a preliminary investigation into the possibility of removing a portion of the superstructure longitudinal post-tensioning and allowing non-linear elastic response of the segment joints during a significant seismic event was performed. Results indicated that vertical earthquake motions and the pre-earthquake stress-state can alter the response of segment joints. The results also showed that the method of record scaling does not significantly alter the median response, but may effect the variation in response. Furthermore, reducing the longitudinal post-tensioning near the piers may be possible provided that service load cases do not govern the design.
Author: Suhaiza Hanim Binti Dato Mohamad Zailani Publisher: Springer Nature ISBN: 9464632569 Category : Technology & Engineering Languages : en Pages : 1820
Book Description
This is an open access book.Management science aims to study the dynamic study of human use of limited resources in management activities to achieve organizational goals: complex and innovative social behavior and its laws. And engineering management refers to the management of important and complex new products, equipment and devices in the process of development, manufacturing and production, and also includes the study and management of technological innovation, technological transformation, transformation, transformation, layout and strategy of industrial engineering technology development. The development or breakthrough of management theory is accompanied by the development and progress of science and technology, and the level of science and technology and the level of management theory in each historical period are mutually adaptive, and it can be said that the progress of science and technology plays an important role in promoting the development of management. At the same time, the rapid development and progress of science and technology give a strong injection to the development of engineering, and provide the possibility for engineering construction can use new technology, new equipment, new technology and new materials. Modern management is an important development direction of management science nowadays. And the use of modern management in engineering has an important role in saving social costs, ensuring project quality, and improving safety awareness and behavior. ICMSEM 2023 will focus on modern management, discuss about the benefits that modernization brings to engineering. ICMSEM 2023 aims to: Develop and advance management science through the study and application of certain issues. Open up new perspectives in the sharing of speakers and inspire the audience to new ways of managing in engineering. Create a forum for sharing, research and exchange at the international level, so that the participants can be informed of the latest research directions, results and contents of management science, which will inspire them to new ideas for research and practice.
Author: Publisher: ISBN: Category : Concrete bridges Languages : en Pages : 0
Book Description
This report discusses the main findings of a test examining the seismic behavior of a precast, post-tensioned, segmental bridge superstructure with a cast-in-pl ace, hollow, rectangular column. The half-scale specimen modeled a prototype bri dge from midspan to midspan and down to midheight of the column. The bridge was built using the balanced cantilever method and the tendon layout of the specimen was designed to most closely match that of the prototype segment joints nearest to the column. The test was completed in two stages; the first stage prestressi ng level was designed to avoid any joint openings. This was a validation of exis ting bridge design procedures in which damage is limited to the column, and the superstructure remains elastic. The second stage involved removing some of the t endons to enable inelastic deformations of the joints in the superstructure and to impose on the joints nearest the column a more severe loading condition. The second stage of the test was done as an introductory examination of the performa nce of a bridge when damage is not limited to the column and inelastic motion is allowed in the superstructure. The primary objectives of the test were to inves tigate the response of the opening of the superstructure joints, column-superstr ucture interaction, and plastic hinge formation in the column, and the anticipat ed system failure mechanism. Extensive Instrumentation was used in the column as well as the joints of the superstructure to record the damage and performance o f those bridge components.
Author: Marc John Veletzos
Author: Marc John Veletzos
Author: 
Author: Marc John Veletzos
Author: Manu Garg
Author: Jeffrey Warren Densley
Author: Joshua Tyler Hewes
Author: Suhaiza Hanim Binti Dato Mohamad Zailani
Author: 
Author: Robert K. Dowell
Author: Sarira Motaref