본문 바로가기
KERD
논문KCI 등재

Progress of Applications and Studies on Earthquake Resistance Design of Bridges in Korea

2

조회

0

다운로드

0

인용

0

참고문헌

키워드

주제분류토목공학

초록

This paper describes the state-of-the art research activities on seismic isolation systems for improving the seismic capacities of the bridges in Korea. Though Korea is located in a region of low-to-moderate seismicity, the construction of seismic isolation systems has increased rapidly. The application of seismic isolation system has become popular worldwide because of its stable behavior and economical construction especially for bridge structures. Since optimal reliability level of isolated bridges can be determined as the one that provides the highest net life-cycle benefit to society, or the minimum Life-Cycle Cost (LCC), an optimal design procedure based on minimum LCC concept is more expedient for the design of seismically isolated bridges in areas of low-to-moderate seismicty. To verify the adequacy of the new design concept based on the LCC minimization, experimental studies on seismically isolated bridge are introduced as well, which include pseudo-dynamic test of scaled pier and dynamic field test of full-scale. With the application of seismic isolation systems, many kinds of dampers to improve the seismic capacity of structure are also applied not only to new bridges but also to existing bridges.

Abstract

This paper describes the state-of-the art research activities on seismic isolation systems for improving the seismic capacities of the bridges in Korea. Though Korea is located in a region of low-to-moderate seismicity, the construction of seismic isolation systems has increased rapidly. The application of seismic isolation system has become popular worldwide because of its stable behavior and economical construction especially for bridge structures. Since optimal reliability level of isolated bridges can be determined as the one that provides the highest net life-cycle benefit to society, or the minimum Life-Cycle Cost (LCC), an optimal design procedure based on minimum LCC concept is more expedient for the design of seismically isolated bridges in areas of low-to-moderate seismicty. To verify the adequacy of the new design concept based on the LCC minimization, experimental studies on seismically isolated bridge are introduced as well, which include pseudo-dynamic test of scaled pier and dynamic field test of full-scale. With the application of seismic isolation systems, many kinds of dampers to improve the seismic capacity of structure are also applied not only to new bridges but also to existing bridges.

참고문헌 (3)

  1. Ha, Dong-Ho, "Recent Progress of Studies in Korea onEarthquake Engineering,Second Multi-lateral Workshopon Development of Earthquake and Tsunami DisasterMitigation Technologies and their Integration for theAsia-Pacific Region", (4), pp.345~366 (2000)
  2. Koh, H.M., "Cost Effectiveness ofBase Isolation for Bridges in Low and Moderate SeismicRegion" (2000)
  3. Koh H.M, "Progress of application and R&Dfor seismic isolation and passive nergy dissipation forcivil and industrial structures in Korea"

관련 논문AI추천

이 간행물의 다른 논문 (6건)