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논문 유사도에 따라 DBpia 가 추천하는 논문입니다. 함께 보면 좋을 연관 논문을 확인해보세요!
A new look at the restrictions on the speed and magnitude of train loads for bridge management
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Development of BIM-based bridge maintenance system for cable-stayed bridges
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Economic performance of cable supported bridges
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Dynamic analysis of train-bridge system under one-way and two-way high-speed train passing
Structural engineering and mechanics : An international journal
2017 .01
Study of ground vibration induced by high-speed trains moving on multi-span bridges
Structural Engineering and Mechanics, An Int'l Journal
2016 .01
A framework for carrying out train safety evaluation and vibration analysis of a trussed-arch bridge subjected to vessel collision
Structural engineering and mechanics : An international journal
2016 .01
Study of ground vibration induced by high-speed trains moving on multi-span bridges
Structural engineering and mechanics : An international journal
2016 .01
Train-induced dynamic behavior analysis of longitudinal girder in cable-stayed bridge
Smart structures and systems
2018 .01
A new look at the restrictions on the speed and magnitude of train loads for bridge management
Structural Engineering and Mechanics, An Int'l Journal
2015 .01
Design and Construction of Steel-Concrete Hybrid Cable-Stayed Bridge in New Millennium Bridge Lot1
Steel Construction
2019 .06
Train-induced dynamic behavior analysis of longitudinal girder in cable-stayed bridge
Smart Structures and Systems, An International Journal
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동적데이터를 이용한 해상 콘크리트 사장교의 모델업데이트 사례
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2019 .05
콘크리트 사장교의 진동특성 분석
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2020 .10
Development of BIM-based bridge maintenance system for cable-stayed bridges
Smart Structures and Systems, An International Journal
2017 .01
콘크리트 사장교의 목표 모멘트 결정 방법
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2015 .10
사장교용 진동 감쇄장치의 고성능 스프링에 대한 연구
한국기계가공학회 춘추계학술대회 논문집
2019 .04
Condition assessment for high-speed railway bridges based on train-induced strain response
Structural engineering and mechanics : An international journal
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Review on the Structural Effects of Cable-Stayed Bridge Concrete Pylon Shapes
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Nonlinear dynamic performance of long-span cable-stayed bridge under traffic and wind
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