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This study performs reliability analysis of three-dimensional temporary shoring structures with three different models. The first model represents a field model which does not have diagonal bracing members. The installation of bracing members is often neglected in the field for convenience. The second model corresponds to a design model which has the bracing members with the hinge connection of horizontal and bracing members at joints. The third model is similar to the second model but the hinge connection is replaced with partial rotational stiffness. The reliability analysis results revealed that the vertical members of the three models are safe enough in terms of axial force, but the vertical and horizontal members exhibit a big difference among the three models in terms of combination stress of axial force and bi-axial bending moments. The field model showed significant increase in failure probability for the horizontal member, and thus the results demonstrate that the bracing member should be installed necessarily for the safety of the temporary shoring structures.
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참고문헌 (15)
참고문헌 신청
Construction Safety Management Information System / Accident Case DB Search
S. J. Kim / 2013 / Structural Safety Analyses for Reused System Supporting Considering Deformation of Vertical Components
김경윤 / 2017 / 시스템 동바리의 수직재와 수평재 연결부 경계조건에 따른 거동 분석 / 한국안전학회지 32(3):60~65
MOLIT / Korean Design Standard, KDS 21 50 00 : 2018
Y. Seong / 2016 / A Failure Probability of Temporary Structure
S. J. Kim / 2013 / Structural Safety Analyses for Reused System Supporting Considering Deformation of Vertical Components
김경윤 / 2017 / 시스템 동바리의 수직재와 수평재 연결부 경계조건에 따른 거동 분석 / 한국안전학회지 32(3):60~65
MOLIT / Korean Design Standard, KDS 21 50 00 : 2018
Y. Seong / 2016 / A Failure Probability of Temporary Structure
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