• 한국구조물진단유지관리공학회 논문집
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• 제21권3호
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• pp.45-53
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• 2017

대형복합재난은 자연재난과 사회재난이 연쇄적 또는 동시다발적으로 발생함에 따라 예측 가능한 범위 밖의 거대한 규모로 전개되는 재난을 의미한다. 대형복합재난은 재난의 동시성과 연쇄성으로 전혀 새로운 형태로 변화되어 기존의 재난관리방식과 다른 새로운 관리방식이 필요하게 된다. 이에 본 연구는 대형복합재난을 대상으로 선진외국의 복합재난대응체계를 검토하여 국내 복합재난 대응체계에 필요한 정책적 개선방향을 제시하였다.

• Earthquakes and Structures
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• 제27권1호
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• pp.57-67
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• 2024

To assess the seismic performance of Plate-Shell Integrated Concrete Liquid-Storage Structure (PSICLSS), a scaled test model was constructed. This model incorporated a hybrid isolation system, which combined shape memory alloy (SMA), lead-cored rubber isolation bearing (LRB) and sliding isolation bearing (SB). By conducting shaking table test, the dynamic responses of both non-isolated and hybrid-isolated PSICLSS were analyzed. The results show that the hybrid isolation system can effectively reduce the acceleration and displacement responses of the structure. However, it also results in an increase in local hydrodynamic pressure and liquid sloshing height. Under extreme earthquake action, the displacement of isolation layer is small. When vertical ground motion is taken into account, the shock absorption rate of horizontal acceleration decreases. The peak hydrodynamic pressure increases significantly, and the peak hydrodynamic pressure position also changes. The maximum displacement of isolation layer increases, the residual displacement decreases.

• Computers and Concrete
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• 제8권3호
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• pp.311-325
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• 2011

Nowadays, many engineers believe that hybrid structures with reinforced concrete central core walls and perimeter steel frames offer an economical method to develop the strength and stiffness required for seismic design. As a result, a variety of such structures have recently been applied in actual construction. However, the performance-based seismic design of such structures has not been investigated systematically. In the performance-based seismic design, quantifying the seismic damage of complete structures by damage indices is one of the fundamental issues. Four damage states and the final softening index at each state for high-rise hybrid structures are suggested firstly in this paper. Based on nonlinear dynamic analysis, the relation of the maximum inter-story drift, the main structural characteristics, and the final softening index is obtained. At the same time, the relation between the maximum inter-story drift and the maximum roof displacement over the height is also acquired. A double-variable index accounting for maximum deformation and cumulative energy is put forward based on the pushover analysis. Finally, a case study is conducted on a high-rise hybrid structure model tested on shaking table before to verify the suggested quantities of damage indices.

• Wind and Structures
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• 제29권3호
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• pp.195-207
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• 2019

This paper presents an overview of wind turbine research techniques including the recent application of hybrid testing. Wind turbines are complex structures as they are large, slender, and dynamic with many different operational states, which limits applicable research techniques. Traditionally, numerical simulation is widely used to study turbines while experimental tests are rarer and often face cost and equipment restrictions. Hybrid testing is a relatively new simulation method that combines numerical and experimental techniques to accurately capture unknown or complex behaviour by modelling portions of the structure experimentally while numerically simulating the remainder. This can allow for increased detail, scope, and feasibility in wind turbine tests. Hybrid testing appears to be an effective tool for future wind turbine research, and the few studies that have applied it have shown promising results. This paper presents a literature review of experimental and numerical wind turbine testing, hybrid testing in structural engineering, and hybrid testing of wind turbines. Finally, several applications of hybrid testing for future wind turbine studies are proposed including multi-hazard loading, damped turbines, and turbine failure.

• Smart Structures and Systems
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• 제26권3호
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• pp.345-360
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• 2020

Modern swarm intelligence heuristic search methods are widely applied in the field of structural health monitoring due to their advantages of excellent global search capacity, loose requirement of initial guess and ease of computational implementation etc. To this end, a hybrid strategy is proposed based on butterfly optimization algorithm (BOA) and differential evolution (DE) with purpose of effective combination of their merits. In the proposed identification strategy, two improvements including mutation and crossover operations of DE, and dynamic adaptive operators are introduced into original BOA to reduce the risk to be trapped in local optimum and increase global search capability. The performance of the proposed algorithm, hybrid butterfly optimization and differential evolution algorithm (HBODEA) is evaluated by two numerical examples of a simply supported beam and a 37-bar truss structure, as well as an experimental test of 8-story shear-type steel frame structure in the laboratory. Compared with BOA and DE, the numerical and experimental results show that the proposed HBODEA is more robust to detect the reduction of stiffness with limited sensors and contaminated measurements. In addition, the effect of search space, two dynamic operators, population size on identification accuracy and efficiency of the proposed identification strategy are further investigated.

• 한국재난관리표준학회지
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• 제3권2호
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• pp.47-55
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• 2010

재난 재해 발생시 즉각적인 식수 공급이 어려운 점과 재난을 대비한 생수비축의 문제점을 해결하기 위하여 현장에서 비상시 식수생산이 가능한 휴대용 정수시스템을 개발하였다. 정수시스템은 필터, 펌프, 태양전지, 충전 컨트롤러, 케이스 등으로 구성되었으며, 휴대성과 무전원 상태에서도 작동이 가능하도록 비상용 배터리와 태양전지를 갖추어 시간과 장소에 제한없이 현장에서 식수공급이 이루어지도록 하였다. 개발된 휴대용 정수시스템은 현장 성능측정 실험을 수행하였으며 실험결과 정수된 물은 먹는 물 기준을 충족하였다.

• 한국재난정보학회 논문집
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• 제13권2호
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• pp.213-220
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• 2017

일반적으로 유기섬유는 섬유 자체의 인장강도 및 탄성계수는 작지만, 내화성 및 내부식성이 우수하고, 콘크리트의 균열 제어 및 내충격 성능 향상에 효과적인 섬유이다. 따라서, 유기섬유는 콘크리트용 보강 섬유로서의 적용성이 매우 높은 재료이다. 본 연구에서는 폴리아미드(PA)섬유와 고강력의 폴리에스터(PET)섬유를 혼입한 하이브리드 유기섬유를 개발하였으며, 하이브리드 유기섬유를 혼입한 섬유보강 콘크리트의 휨성능 시험을 통해 하이브리드 유기섬유 보강 콘크리트의 에너지 흡수능력을 평가하고자 한다.

• 국제초고층학회논문집
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• 제9권3호
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• pp.273-282
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• 2020

An innovative high-rise timber-concrete hybrid structure was proposed in previous research, which is composed of the concrete frame-tube structure and the prefabricated timber modules as main structure and substructures, respectively. Considering that the timber substructures are built on the concrete floors at a different height, the floor response spectrum is more effective in estimating the seismic response of substructures. In this paper, the floor response spectra of the hybrid structure with different structural parameters were calculated using dynamic time-history analysis. Firstly, one simplified model that can well predict the seismic response of the hybrid structure was proposed and validated. Then the construction site, the mass ratio and the frequency ratio of the main-sub structure, and the damping ratio of the substructures were discussed. The results demonstrate that the peaks of the floor response spectra usually occur near the vibration periods of the whole structure, among which the first two peaks stand out; In most cases, the acceleration amplification effect on substructures tends to be more evident when the construction site is farther from the fault rupture; On the other hand, the acceleration response of substructures can be effectively reduced with an appropriate increase in the mass ratio of the main-sub structure and the damping ratio of the substructures; However, the frequency ratio of the main-sub structure has no discernible effect on the floor response spectra. This study investigates the characteristics of the floor response spectrum of the novel timber-concrete structure, which supports the future applications of such hybrid structure in high-rise buildings.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2011년도 춘계학술대회 논문집
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• pp.793-794
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• 2011

• 한국화재소방학회논문지
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• 제30권3호
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• pp.67-72
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• 2016

본 연구에서는 최근 사회적으로 이슈가 되고 있는 다중이용시설의 화재 시 건축자재로 사용되는 내장재의 가연성으로 인한 화재확산 및 연소 시 유독가스 발생으로 인한 인명피해를 사전 예방하기 위한 방염제를 개발하고자 한다. 유-무기 하이브리드 소재로 실리카 졸에 방염성을 부여할 수 있는 방염 소재를 적용하여 졸-겔법에 의한 방염 접착제 또는 코팅제를 제조하였다. 기존의 방염소재는 물론 비방염소재의 방염화를 비할로겐 방법으로 적용가능하며, 기존의 접착 코팅제의 기본 물성과 특히 내열성능을 높여 화재 시 내열성 및 내구성을 향상시킬 수 있기 때문에 건축자재의 비할로겐 방염화를 확대하고자 한다.