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Title: ppt slides for seismic alert through gsm network
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Created at: Sunday 16th of December 2012 10:24:57 PM
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Title: Seismic Behavior Of Isolated Bridges
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Posted By: computer science crazy
Created at: Wednesday 08th of April 2009 01:17:41 AM
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Bridges are lifeline structures. They act, as an important page link in surface transportation network and failure of bridges during a seismic event will seriously hamper the relief and rehabilitation work. There are many cases of damage of bridges in the past earthquakes all over the world. Due to their structural simplicity, bridges are particularly vulnerable to damage and even collapse when subjected to earthquakes. The fundamental period of vibration of a majority of bridges is in the range of 0.2 to 1.2 second. In this range, the structur ....etc

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Title: seismic behaviour of isolated bridges seminar report
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Created at: Tuesday 01st of August 2017 12:26:21 AM
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Title: SEISMIC ANALYSIS OF BRIDGES USING DISPLACEMENT-BASED APPROACH full report
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Posted By: project topics
Created at: Friday 08th of April 2011 05:46:52 PM
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SEISMIC ANALYSIS OF BRIDGES USING DISPLACEMENT-BASED APPROACH

By Chung C. Fu and Hamed AlAyed, University of Maryland

ABSTRACT
Nonlinear Static (Pushover) Procedure is specified in the guidelines for seismic rehabilitation of buildings presented by FEMA-273 (1997) as an analytical procedure that can be used in systematic rehabilitation of structures. However, those guidelines were presented to apply the Displacement Coefficient Method, which implements the well-known equal displacement rule with some modifications to est ....etc

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Title: Seismic Analysis Of Structures Bridges Liquefaction Potential Assessment
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Posted By: musicabhi
Created at: Friday 08th of April 2011 02:19:49 AM
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Title: SEISMIC ANALYSIS OF BRIDGES USING DISPLACEMENT-BASED APPROACH
Page Link: SEISMIC ANALYSIS OF BRIDGES USING DISPLACEMENT-BASED APPROACH -
Posted By: computer science crazy
Created at: Sunday 29th of November 2009 11:23:43 PM
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Abstract:
This seminar is intended to evaluate the applicability of Nonlinear Static Procedure by implementing the Displacement Coefficient Method to bridges. For comparison purposes, the Nonlinear Dynamic Procedure (or nonlinear time-history analysis), which is considered to be the most accurate and reliable method of nonlinear seismic analysis, is also performed. A three-span bridge of 97.5 meters (320 ft) in total length was analyzed using both the Nonlinear Static Procedure/Displacement Coefficient Method and nonlinear time-history. Nine ....etc

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Title: Seismic Analysis Of Structures Bridges Including Soil-Structure Interaction Effect
Page Link: Seismic Analysis Of Structures Bridges Including Soil-Structure Interaction Effect -
Posted By: electronics seminars
Created at: Sunday 29th of November 2009 11:08:45 PM
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Abstract:
In this seminar the analysis of soil-structure interaction effects and of multiple support excitation on the seismic response of long-span cable-supported bridges are presented. The purpose of this seminar is to provide a better understanding of the dynamic performance of cable supported bridges under earthquake excitation, considering the spatial variability of the ground motion and the complex phenomena of soil-bridge interaction, so that such effects can be included in the design and rehabilitation process. Amplification of struct ....etc

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Title: seismic behavier of isolated bridges
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Created at: Wednesday 22nd of February 2012 12:27:27 PM
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Title: Seismic Behavior Of Isolated Bridges
Page Link: Seismic Behavior Of Isolated Bridges -
Posted By: computer science crazy
Created at: Tuesday 23rd of September 2008 02:58:33 AM
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Bridges are lifeline structures. They act, as an important page link in surface transportation network and failure of bridges during a seismic event will seriously hamper the relief and rehabilitation work. There are many cases of damage of bridges in the past earthquakes all over the world. Due to their structural simplicity, bridges are particularly vulnerable to damage and even collapse when subjected to earthquakes. The fundamental period of vibration of a majority of bridges is in the range of 0.2 to 1.2 second. In this range, the structur ....etc

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