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

[:=Read Full Message Here=:]

Philosophers, thinkers, intellectuals all appeal, ?please build bridges and not walls? between different communities, nationalities, countries, languages etc, to achieve universal brotherhood. This can be achieved by constructing stress ribbon bridges.
Stress ribbon bridges are very economical, aesthetical and almost maintenance free structure. They require minimal quantity of materials. They are erected independently from the existing terrain and therefore they have minimum impact upon the environment during construction.
Stress ribbon bri ....etc

[:=Read Full Message Here=:]

Philosophers, thinkers, intellectuals all appeal, please build bridges and not walls between different communities, nationalities, countries, languages etc, to achieve universal brotherhood. This can be achieved by constructing stress ribbon bridges.
Stress ribbon bridges are very economical, aesthetical and almost maintenance free structure. They require minimal quantity of materials. They are erected independently from the existing terrain and therefore they have minimum impact upon the environment during construction.
Stress ribbon bridg ....etc

[:=Read Full Message Here=:]

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

[:=Read Full Message Here=:]

Hi i am fathima ruksana i would like to get seminar report on seismic  behaviour of isolated bridges for the seminar presentation .... plz give me ....etc

[:=Read Full Message Here=:]

Plz upload a PPT or PDF regarding various methods of rehabilitation of RCC bridges ( relevant pics and videos would be good ) ....etc

[:=Read Full Message Here=:]

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

[:=Read Full Message Here=:]

Hi am Sagarika bisi i would like to get details on construction of bridges in hilly area pdf seminar report .My friend said construction of bridges in hilly area pdf seminar report will be available here and now i am living at ......... and i last studied in the college ......... and now am doing ....i need help on ......etc.plz help me in 1 days ....etc

[:=Read Full Message Here=:]

Hi, i'm final year civil engg student.
I request you to send me a ppt on the above mentioned topic, as i am not finding enough material about the latest developments in this field.















....etc

[:=Read Full Message Here=:]

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

[:=Read Full Message Here=:]