• 한국구조물진단유지관리공학회 논문집
• /
• 제11권6호
• /
• pp.193-200
• /
• 2007

고온을 받는 고강도 콘크리트의 폭렬현상을 해석하기 위하여 온도해석, 열응력해석 및 수분이동 해석과 더불어 콘크리트 피복의 박리여부까지 고려하여야 하는 매우 복잡하고 어려운 해석과정이 요구되나 아직 이에 대한 연구가 거의 없는 실정이다. 본 연구에서는 수증기 압력을 온도와 피복두께의 함수로서 정의하고 또한 적합조건을 이용함으로써 피복콘크리트의 박리여부를 예측할 수 있는 실용적인 폭렬해석 알고리즘을 개발하였다. 폭렬해석결과 콘크리트 강도가 증가 할수록 PP섬유량이 적을수록 폭렬현상이 심하게 발생하였으며, 이는 기존의 실험결과와 유사한 경향을 나타내어 향후 고강도 콘크리트 내화설계를 위한 폭렬해석 시 유용하게 활용될 수 있을 것으로 기대된다.

• Structural Engineering and Mechanics
• /
• 제35권4호
• /
• pp.431-457
• /
• 2010

This article provides a discussion of the mathematic modeling of connections for designing and qualifying structures, systems, and components subject to monotonic or cyclic loading. To characterize the force-deformation behavior of connections under monotonic loading, a review of the Ramberg-Osgood, Richard-Abbott, and Menegotto-Pinto models is conducted, and it is shown that these nonlinear functions can be mathematically derived by scaling up or down a linear force-deformation function. A generalized four-parameter model for simulating connection behavior is investigated to facilitate nonlinear regression analysis. In order to perform seismic analysis of frameworks, a hysteretic model accounting for loading, unloading, and reloading is described using the established monotonic model. For preliminary analysis, a method is provided to quickly determine the model parameters that fit approximately with the observed data. To reach more accurate values of the parameters, the methods of nonlinear regression analysis are investigated and the modified Levenberg-Marquardt and separable nonlinear least-square algorithms are applied in determining the model parameters. Example case studies illustrate the procedure for the computation through the use of experimental/analytical data taken form the literature. Transformation of connection curves from the three-parameter model to the four-parameter model for structural analysis is conducted based on the modeling of connections subject to fire.

• 한국화재소방학회논문지
• /
• 제26권4호
• /
• pp.42-47
• /
• 2012

본 연구에서는 입자크기 및 밀도가 비교적 작고 소화효과에 있어서 부촉매효과를 나타내는 다공성 흡착제인 합성제올라이트에 $K_2CO_3$를 중량비에 따라 흡착시킨 구조체의 소화농도를 측정하였다. 그리고 구조적 특성을 파악하고자 주사전자 현미경(SEM)의 측정 및 X-Ray 회절분석, 열분석 등을 실시하였다. 흡착구조체의 소화농도실험에서 중량비에 관계없이 순수 $K_2CO_3$의 소화농도보다 모두 낮게 나타났다. 그리고, 특히 $K_2CO_3$와 합성제올라이트의 중량비가 7 : 3인 경우는 소화농도가 5.72배 낮게 측정되었고 ABC분말소화약제보다 약 1.1배 낮게 나타났다. SEM 사진 및 XRD 회절패턴분석을 통해 $K_2CO_3$가 합성제올라이트에 흡착되었다는 것을 알 수 있었고, 열분석을 통해 흡착구조체가 순수 $K_2CO_3$보다 소화에 긍정적인 영향을 미쳤을 것이라 추정할 수 있었다.

• Steel and Composite Structures
• /
• 제33권1호
• /
• pp.143-162
• /
• 2019

A number of desirable characteristics concerning excellent durability, aesthetics, recyclability, high ductility and fire resistance have made stainless steel a preferred option in engineering practice. However, the relatively high initial cost has greatly restricted the application of stainless steel as a major structural material in general construction. This drawback can be partially overcome by introducing composite stainless steel-concrete structures, which provides a cost-efficient and sustainable solution for future stainless steel construction. This paper presents a preliminary numerical study on stainless steel-concrete composite beam-to-column joints with bolted flush endplates. In order to ensure a consistent corrosion resistance within the whole structural system, all structural steel components were designed with austenitic stainless steel, including beams, columns, endplates, bolts, reinforcing bars and shear connectors. A finite element model was developed using ABAQUS software for composite beam-to-column joints under monotonic and symmetric hogging moments, while validation was performed based on independent test results. A parametric study was subsequently conducted to investigate the effects of several critical factors on the behaviour of composite stainless steel joints. Finally, comparisons were made between the numerical results and the predictions by current design codes regarding the plastic moment capacity and the rotational stiffness of the joints. It was concluded that the present codes of practice generally overestimate the rotational stiffness and underestimate the plastic moment resistance of stainless steel-concrete composite joints.

• Steel and Composite Structures
• /
• 제30권2호
• /
• pp.185-199
• /
• 2019

Modular construction is an emerging technology to accommodate the increasing restrictions in terms of construction period, energy efficiency and environmental impacts, since each structural module is prefabricated offsite beforehand and assembled onsite using industrialized techniques. However, some innate structural drawbacks of this innovative method are also distinct, such as connection tying inaccessibility, column instability and system robustness. This study aims to explore the theoretical and numerical stability analysis of a tenon-connected square hollow section (SHS) steel column to address the tying and stability issue in modular construction. Due to the excellent performance of composite structures in fire resistance and buckling prevention, concrete-filled steel tube (CFST) columns are also taken into account in the analysis to evaluate the feasibility of adopting composite sections in modular buildings. Characteristic equations with three variables, i.e., the length ratio, the bending stiffness ratio and the rotational stiffness ratio, are generated from the fourth-order governing differential equations. The rotational stiffness ratio is recognized as the most significant factor, with interval analysis conducted for its mechanical significance and domain. Numerical analysis using ABAQUS is conducted for validation of characteristic equations. Recommendations and instructions in predicting the buckling performance of both SHS and CFST columns are then proposed.

• Earthquakes and Structures
• /
• 제19권1호
• /
• pp.45-57
• /
• 2020

This paper presents the experimental application of a new method for seismic vulnerability assessment of buildings recently introduced in literature, the SMAV (Seismic Model Ambient Vibration) methodology with reference to their operational limit state. The importance of this kind of evaluation arises from the civil protection necessity that some buildings, considered strategic for seismic emergency management, should retain their functionality also after a destructive earthquake. They do not suffer such damage as to compromise the operation within a framework of assessment of the overall capacity of the urban system. To this end, for the characterization of their operational vulnerability, a Structural Operational Index (IOPS) has been considered. In particular, the dynamic environmental vibrations of the two considered strategic buildings, the fire station and the town hall building of a small town in the South of Italy, have been monitored by positioning accelerometers in well-defined points. These measurements were processed through modern Operational Modal Analysis techniques (OMA) in order to identify natural frequencies and modal shapes. Once these parameters have been determined, the structural operational efficiency index of the buildings has been determined evaluating the seismic vulnerability of the strategic structures analyzed. his study aimed to develop a model to accurately predict the acceleration of structural systems during an earthquake.

• Journal of Advanced Marine Engineering and Technology
• /
• 제39권3호
• /
• pp.312-317
• /
• 2015

선박은 충돌, 좌초 및 화재 등의 여러 가지 원인으로 승객 및 선원들이 긴급 피난을 해야 하는 경우가 많이 발생한다. 일반적으로 모든 피난에서 생존율을 높이기 위해서는 피난 시간의 단축이 아주 중요한 요소이나 선박의 복잡하고 좁은 구조적 특성은 신속한 피난에 장애 요소가 되고 있다. 특히, 선박은 그 구조상 동일한 규모의 화재 발생 시 타 화재에 비해 확산속도가 빨라 신속한 피난이 필요하다. 또한, 선박은 해상에서 운항하는 특성으로 좋지 않은 해상 상태에서는 승객 및 선원이 행동적 제약이 발생한다. 이 연구에서는 인명 안전 차원에서 선박 구조 변경이 승객 및 선원의 생존율 향상에 미치는 영향에 대해 이론적 접근 및 수치 시뮬레이션을 통해 분석하고자 한다. 분석 도구로는 3차원 화재분석 전용 프로그램인 FDS(Fire Dynamic Simulator)를 이용하였으며 화재 시 인명 안전에 영향을 가장 큰 영향을 미치는 온도 상승 및 가시거리 감소를 분석하였다. 그 결과 선박의 복도 폭 및 천장의 높이만 개선하여도 인명 안전에 상당한 도움이 되는 것으로 분석되었다.

• 콘크리트학회논문집
• /
• 제25권5호
• /
• pp.497-508
• /
• 2013

이 논문에서는 화재 발생에 따른 구조물의 성능 변화를 평가하기 위한 철근콘크리트 부재의 수치해석모델이 제안되었다. 화재 발생 시 유발되는 전도, 대류 및 복사열의 효과를 고려한 비정상 열전달 해석을 수행하였으며 이를 통해 단면 내 온도분포를 결정하였다. 또한, 적층섬유단면을 적용하여 온도증가로 인해 단면 내 위치에 따라 달라지는 재료의 비선형성을 고려하였다. 이 때, 온도변화에 따라 유발되는 열팽창 변형률, 비정상상태 변형률, 크리프 변형률 등의 비역학적 변형특성을 단면 내 각 섬유에 대해 고려함으로써 화재 발생 시의 극심한 온도증가를 고려한 비선형 해석을 수행하였다. 제안된 해석모델의 타당성을 입증하기 위하여 철근콘크리트부재의 표준화재실험으로부터 얻어진 실험결과와 해석결과를 비교하였으며, 특히, 화재 시간에 따른 저항능력의 변화를 살펴봄으로써, 철근콘크리트 부재의 거동특성을 평가하고 이를 설계규준에서 제시하는 단면 및 저항능력과 비교하였다.

• Journal of Ship and Ocean Technology
• /
• 제4권4호
• /
• pp.19-33
• /
• 2000

For the prevention of marine accidents based on human factor, the risk assessment analysis procedure is proposed which consists of (1) the structural analysis of marine accident, (2) the estimation of incidence probability based on the Fault Tree analysis, (3) the prediction of ef-fectiveness to reduced the accident risk by suitable countermeasures in the specified functional system, and (4) the risk assessment by means of minimizing of the total cost expectation and the background risk. As a practical example, the risk assessment analysis for preventing is investigated using the proposed method.

• 한국기계기술학회지
• /
• 제20권6호
• /
• pp.836-843
• /
• 2018

In this paper, dynamic model of 120mm self-propelled mortar is developed, and multi flexible body dynamics analysis is performed to analyze stresses occurring in the mount during mortar fire. For this, vehicle dynamic system, mortar dynamic system, and finite element mount model are proposed. The commercial program Recurdyn is used in the analysis. As a result of the analysis, the maximum stress(146.9MPa) occurred at the mount side plate. In order to analyze the validity of the analysis results, we performed strain measurement tests by selecting three major points, and the errors of results were 7.91%, 11.15%, and 18.23%, respectively. It is confirmed that the tendency of analysis and test is similar.