Seismic Response of a Long Multi-span Highway Bridge PDF Download
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Author: Shui-Hin Pang
Publisher:
ISBN:
Category :
Languages : en
Pages : 740
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Author: Shui-Hin Pang
Publisher:
ISBN:
Category :
Languages : en
Pages : 740
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Author: Abdullah S E S E Almutairi
Publisher:
ISBN:
Category :
Languages : en
Pages : 436
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Book Description
The conducted study is directed towards enhancements in performance assessment of highway bridges under a wide range of earthquake input shaking scenarios. Seismic response of the superstructure is highly influenced by the global bridge-ground characteristics as an integral system. Therefore, nonlinear representation of the bridge deck, columns, abutments, and foundation response are to be integrated within a unified framework. On this basis, a performance-based earthquake engineering (PBEE) framework was extended and utilized to estimate the post-earthquake loss. To facilitate systematic execution of this analysis framework, a graphical user-interface was further developed and employed. For calibration purposes, a Finite Element (FE) model of an existing large heavily instrumented bridge system at Eureka, California (Samoa Channel Bridge) was developed. Calibration was undertaken based on the recorded earthquake response. Numerical simulations of the bridge model under seismic loading conditions were conducted. Simulation results show that the recorded data provide valuable insights to understand the seismic bridge response and to reliably estimate the damage. Using a practice-oriented pushover procedure, the response of a bridge subjected to liquefaction-induced lateral spreading was investigated. The analysis framework and representative results are presented, where the abutment lateral slope displacement is resisted by the entire bridge configuration. Permanent ground deformation induces longitudinal displacement on the abutment and consequently the entire bridge system. As such, the response of the bridge and its pile foundations were investigated and correlated with the imposed lateral spreading displacement. Overall, the novel contributions and findings are summarized as follows: (1) A bridge-ground seismic response computational analysis tool was further developed for routine practical applications; (2) In this tool, a PBEE framework was extended to handle multi-span bridge-ground systems within an integrated simulation environment; (3) Calibrated by recorded earthquake response, a framework was implemented for a representative large instrumented bridge-ground system in California to illustrate the involved response mechanisms and PBEE outcomes; (4) For response under lateral spreading considerations, a global bridge-ground systematic analysis framework was proposed and developed; (5) Patterned after an existing bridge in California, the framework was implemented with parametric studies addressing the procedure assumptions and potential retrofit bridge configurations.
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :
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Author:
Publisher: AASHTO
ISBN: 1560514566
Category : Technology & Engineering
Languages : en
Pages : 63
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This edition is based on the work of NCHRP project 20-7, task 262 and updates the 2nd (1999) edition -- P. ix.
Author: Wen-shou Tseng
Publisher:
ISBN:
Category :
Languages : en
Pages : 205
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Author: United States. Federal Highway Administration. Structures and Applied Mechanics Division
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 56
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Author: M. Ala Saadeghvaziri
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 152
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This report presents the results of the second phase of a comprehensive analytical study on the seismic response of highway bridges in New Jersey. Most bridges in New Jersey are multi-span simply supported (MSSS) where due to impact at the joints the seismic response is highly nonlinear. Therefore, detailed seismic analysis of essential bridges should employ nonlinear computer models that consider the important behavioral characteristics. Among these are: behavior of steel bearings, impact between adjacent spans and between the end-span and the abutment, soil-structure interaction, frictional characteristics following bearing failure, plastic hinges and/or shear failure at the columns, and combined effect of horizontal and transverse ground motion excitations. In light of these, the overall objective of this phase of the study was to evaluate the nonlinear seismic response of actual bridges with emphasis on soil-structure interaction and three-dimensional effect of ground motion. Furthermore, capacity/demand ratios for various components were determined based on the Federal Highway Administration's seismic retrofitting manual for highway bridges.
Author: Ma-Chi Chen
Publisher:
ISBN:
Category :
Languages : en
Pages : 344
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Author: Yifan Wang
Publisher:
ISBN:
Category :
Languages : en
Pages : 0
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"Curved concrete box-girder bridges are widely applied in highway systems to enable traffic to move from one highway to another. The Akşemsettin Viaduct (termed A Viaduct in the current study) in Istanbul, Turkey, is a typical 11-span curved continuous bridge with a total length of 596.8 m. Located in the high seismicity zone, the A Viaduct exhibits complex seismic behaviour because varying ground motion inputs are expected to excite the bridge at different column/abutment foundations. This study investigates the seismic responses of the A Viaduct under different ground motion scenarios using nonlinear time history analyses (NTHAs). In particular, the software of OpenSees is used to develop a high-fidelity finite element model for the A Viaduct, from which seismic responses of multiple critical components are compared under uniform versus multiple support excitations. To supplement such comparisons, a literature survey is conducted regarding seismic damage to curved bridges, their soil-structure interaction effect, and the multi-support excitation scheme. Moreover, modelling considerations of key components are presented for the A Viaduct, and 6 representative groups of simulated ground motions are selected to capture the effects of site-specific surface topography and soil stratigraphy at the bridge site"--
Author: Murat Eroz
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages :
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Book Description
The large number of bridge collapses that have occurred in recent earthquakes has exposed the vulnerabilities in existing bridges. One of the emerging tools for protecting bridges from the damaging effects of earthquakes is the use of isolation systems. Seismic isolation is achieved via inserting flexible isolator elements into the bridge that shift the vibration period and increase energy dissipation. To date, the structural performance of bridges incorporating sliding seismic isolation is not well-understood, in part due to the lack of adequate models that can account for the complex behavior of the isolators. This study investigates and makes recommendations on the structural performance of bridges utilizing sliding type seismic isolators, based on the development of state-of-the-art analytical models. Unlike previous models, these models can account simultaneously for the variation in the normal force and friction coefficient, large deformation effects, and the coupling of the vertical and horizontal response during motion. The intention is to provide support for seismic risk mitigation and insight for the analysis and design of seismically isolated bridges by quantifying response characteristics. The level of accuracy required for isolator analytical models used in typical highway bridges are assessed. The comparative viability of the two main isolator types (i.e. sliding and elastomeric) for bridges is investigated. The influence of bridge and sliding isolator design parameters on the system s seismic response is illustrated.
