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HUFS
HOME
KOR
Facebook
Instagram
YouTube
SITEMAP
ADMIN
About Us
Director's Greetings
History
50th Anniversary of Foundation
Ceremony Video
Congratulation Message
The 50-year History
Presentation Video
Directors
Organization
Network
HK+Project
Overview of Research Project
Researchers
News
News
Academic Activities
Conferences
Domestic Conference information
Domestic Conference History
International Conference information
International Conference History
Colloquiums
Colloquiums
Guest Lectures
Lectures by Foreign Scholars
Lectures by Foreign Scholars(1981~2009)
REGION
REGION
Call for Papers
Articles
Submission Guidelines
Education
Education
Russian Debating Competitions
The Korean Journal of Slavic Studies
JAMS
Back Issues
Academic Activities
Conferences
International Conference information
Academic Activities
Conferences
Domestic Conference information
Domestic Conference History
International Conference information
International Conference History
Colloquiums
Colloquiums
Guest Lectures
Lectures by Foreign Scholars
Lectures by Foreign Scholars(1981~2009)
REGION
REGION
Call for Papers
Articles
Submission Guidelines
Freindship(Dala) Bridge(Myanmar) 주탑부(PY-1) 현장타설말뚝(PY1-BP09) 건전성 평가 연구보고서
작성자 : 관리자
조회수 : 592
게시일 : 2022-02-04
E0724
목차
1. 서론
2. PY1-BP09 말뚝 개요
3. PY1-BP09 말뚝 결함부 원인 분석
4. CSL 해석결과 검토
5. 신호처리 및 CSL 신호 재분석
6. 결론 및 제언
* 참고문헌
이전글
345kv 신송산변전소 지반침하 원인 분석 및 대책방안 수립 학술연구용역 보고서
다음글
지반침하에 따른 파이프라인 안정성 검토시 적정 지반반력계수 산정 연구용역
목록