서지주요정보
바닥판 타설 순서가 합성형 교량에 미치는 영향 = Influence of construction sequence of deck slab in composite bridge
서명 / 저자 바닥판 타설 순서가 합성형 교량에 미치는 영향 = Influence of construction sequence of deck slab in composite bridge / 김은성.
저자명 김은성 ; Kim, Eun-Sung
발행사항 [대전 : 한국과학기술원, 1998].
Online Access 원문보기 원문인쇄

소장정보

등록번호

8008742

소장위치/청구기호

학술문화관(문화관) 보존서고

MCE 98003

SMS전송

도서상태

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반납예정일

초록정보

The Study on the nonlinear behavior of composite bridges is very complex. The difficulties can be attributed to the use of different materials and structural components and to their behavior under different loading conditions. A sophisticated numerical tool is therefore required to understand the structural behavior of bridges. The finite element method is a powerful tool which can be adopted to fulfill this task. In this study, a frame element and a interface element for the nonlinear analysis of composite bridges are presented. A layered model together with an incremental iterative procedure is employed to determine the response of bridges. And loading conditions under construction are presented to consider the influence of construction sequence of the deck slab ; sequential casting and continuous casting. Various material models are developed to simulate the behavior of steel, concrete and interface media describing the interaction between girder and deck slab as well as phenomena encountered in the analysis of composite bridges. Time dependent effects due to the creep and shrinkage of concrete are investigated in the analysis of composite bridges. Numerical examples are presented for the validation of the proposed analytical procedure.

서지기타정보

서지기타정보
청구기호 {MCE 98003
형태사항 iii, 54 p. : 삽도 ; 26 cm
언어 한국어
일반주기 저자명의 영문표기 : Eun-Sung Kim
지도교수의 한글표기 : 최창근
지도교수의 영문표기 : Chang-Koon Choi
학위논문 학위논문(석사) - 한국과학기술원 : 토목공학과,
서지주기 참고문헌 : p. 54-55
주제 합성형
시공
Composite bridge
Construction
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