• Geomechanics and Engineering
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• 제17권6호
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• pp.515-525
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• 2019

The calculation of active earth pressure behind retaining wall is a typical three-dimensional (3D) problem with spatial effects. With the help of limit analysis, this paper firstly deduces the internal energy dissipation power equations and various external forces power equations of the 3D retaining wall under the nonlinear strength condition, such as to establish the work-energy balance equation. The pseudo-static method is used to consider the effect of earthquake on active earth pressure in horizontal state. The failure mode is a 3D curvilinear cone failure mechanism. For the different width of the retaining wall, the plane strain block is inserted in the symmetric plane. By optimizing all parameters, the maximum value of active earth pressure is calculated. In order to verify the validity of the new expressions obtained by the paper, the solutions are compared with previously published solutions. Agreement shows that the new expressions are effective. The results of different parameters are given in the forms of figures to analysis the influence caused by nonlinear strength parameters.

• Nuclear Engineering and Technology
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• 제46권5호
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• pp.641-654
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• 2014

A new computer code, named CORONA (Core Reliable Optimization and thermo-fluid Network Analysis), was developed for the core thermo-fluid analysis of a prismatic gas cooled reactor. The CORONA code is targeted for whole-core thermo-fluid analysis of a prismatic gas cooled reactor, with fast computation and reasonable accuracy. In order to achieve this target, the development of CORONA focused on (1) an efficient numerical method, (2) efficient grid generation, and (3) parallel computation. The key idea for the efficient numerical method of CORONA is to solve a three-dimensional solid heat conduction equation combined with one-dimensional fluid flow network equations. The typical difficulties in generating computational grids for a whole core analysis were overcome by using a basic unit cell concept. A fast calculation was finally achieved by a block-wise parallel computation method. The objective of the present paper is to summarize the motivation and strategy, numerical approaches, verification and validation, parallel computation, and perspective of the CORONA code.

• International Journal of Naval Architecture and Ocean Engineering
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• 제12권1호
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• pp.605-616
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• 2020

The construction quality control of hull blocks is of great significance for shipbuilding. The total station device is predominantly employed in traditional applications, but suffers from long measurement time, high labor intensity and scarcity of data points. In this paper, the Terrestrial Laser Scanning (TLS) device is utilized to obtain an efficient and accurate comprehensive construction information of hull blocks. To address the registration problem which is the most important issue in comparing the measurement point cloud and the design model, an automatic registration approach is presented. Furthermore, to compare the data acquired by TLS device and sparse point sets obtained by total station device, a method for key point extraction is introduced. Experimental results indicate that the proposed approach is fast and accurate, and that applying TLS to control the construction quality of hull blocks is reliable and feasible.

• 한국소음진동공학회논문집
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• 제18권4호
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• pp.439-447
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• 2008

One of the key elements in efforts to minimize noise radiation from a powertrain is the knowledge of the main radiating component and the relation between the surface vibration of a powertrain and the sound pressure. In this research, the powertrain model is developed based on FEM(finite element method). This model is applied to the prediction of the vibration of a powertrain by using ADAMS and the radiation noise by using BEM(boundary element method). According to this numerical analysis, the surface vibration of a powertrain is investigated as a source of radiated noise. This surface vibration is caused by the 1st order natural vibration of the cylinder block and its mode shape is the torsion mode. Therefore, this mode shape is modified to reduce the surface vibration of the powertrain. The radiation noise of the modified powertrain is also reduced to $5{\sim}12\;dB$. This modification is very successful for the noise reduction based on the CAE technology.

• 한국지반공학회논문집
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• 제20권7호
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• pp.5-14
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• 2004

최근 터널의 정보화 설계시공이 중요시 되어지고 있다. 암반구조의 복잡성으로 인해 사전에 예측 할 수 없었던 암반의 붕락이 발생하여, 붕락대책에 막대한 비용과 시간을 낭비하는 사례가 많다. 암반 불연속면의 복잡성을 사전 조사 단계에서 충분히 파악하거나 대책을 수립하는 것은 어렵다. 본 논문에서는 터널의 신 정보화 설계시공법을 제안하고, 현장에서 관찰한 불연속면 정보를 근거로 하여 극대단면 터널에 적용했다. 터널의 신 정보화 설계시공법을 위한 수치해석 프로그램은 범용성, 정밀성, 신속성, 편리한 사용성을 검토하여 새롭게 개발되었다. 극대단면 터널에서는 표준지보에 의해 지지할 수 없는 불안정 키블럭이 7개 존재하는 것이 판명되었다. 7개의 키블럭에 대해서는 굴착전에 추가 지보를 실시했다. 극대단면 터널에 있어서, 터널의 신 정보화 설계시공법을 위해서 새롭게 개발한 수치해석 프로그램을 사용하여 정확한 키블럭 추출이 가능한 것을 검증하였다. 사용하기 쉬운 사용자 인터페이스를 가지고 있는 본 컴퓨터 시뮬레이션 기법은 키블럭의 안정성 계산뿐만 아니라 추가보강대책공의 설계도 가능하다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제17권8호
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• pp.2083-2100
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• 2023

The rise of Industry 5.0 has led to a smarter and more digital way of doing business, but with it comes the issue of user privacy and security. Only when privacy and security issues are addressed, will users be able to transact online with greater peace of mind. Thus, to address the security and privacy problems associated with industry blockchain technology, we propose a privacy protection scheme for online financial transactions based on verifiable ring signatures and blockchain by comparing and combining the unconditional anonymity provided by ring signatures with the high integrity provided by blockchain technology. Firstly, we present an algorithm for verifying ring signature based on distributed key generation, which can ensure the integrity of transaction data. Secondly, by using the block chain technique, we choose the proxy node to send the plaintext message into the block chain, and guarantee the security of the asset transaction. On this basis, the designed scheme is subjected to a security analysis to verify that it is completely anonymous, verifiable and unerasable. The protection of user privacy can be achieved while enabling online transactions. Finally, it is shown that the proposed method is more effective and practical than other similar solutions in performance assessment and simulation. It is proved that the scheme is a safe and efficient online financial transaction ring signature scheme.

• 정보보호학회논문지
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• 제33권2호
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• pp.211-222
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• 2023

다변수 이차식 기반 암호알고리즘은 양자컴퓨터에 안전하다고 믿어지는 수학적 난제에 기반을 둔 공개키 암호알고리즘 중의 하나로 현재 사용하고 있는 공개키 암호를 대체할 수 있는 양자내성암호 중의 하나이다. NIST 양자내성암호 공모 3라운드 최종 후보 알고리즘으로 선정되었던 다변수 이차식 기반 전자서명 알고리즘 Rainbow의 다중레이어를 사용하는 구조에 대한 진화된 공격이 대두된 후에 단일 레이어를 이용하는 UOV의 구조에 관심이 집중되고 있다. 본 논문에서는 단일 레이어를 갖는 UOV 구조를 유지하면서 일차식의 특별한 구조, 희소다항식, 랜덤다항식의 다양한 조합을 통해 비밀키의 길이를 대폭 줄이고, 블록 부분 행렬의 역행렬을 이용하여 선형 시스템의 해를 구하는 방법을 적용한 효율적인 다변수 이차식 기반 전자서명 알고리즘을 제안한다. 제안한 전자서명의 안전성 분석을 통해 안전한 파라미터를 설정하고 각 파라미터에서의 키길이와 서명 길이를 비교 분석한다. 제안한 다변수 이차식 기반 전자서명 알고리즘은 서명의 길이가 양자내성 전자서명 중 가장 짧고, 기존 다변수 이차식 기반 전자서명에 비해 비밀키 길이가 최대 97%의 축소 효과를 가진다.

• 산업융합연구
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• 제20권10호
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• pp.17-24
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• 2022

장거리 무선 표준 LPWAN 표준의 비 대역망 기술인 Lora는 내부 단말 인증 및 무결성 검증에 ABP, OTTA 방식과 AES-128 기반 암호 알고리즘(공유키)을 사용한다. Lora는 최근 펌웨어 변조 취약점과 공유키 방식의 암호 알고리즘 구조상 MITM 공격 등에 방어가 어려운 문제가 존재한다. 본 연구는 Lora 네트워크에 안전성 강화를 위해 블록체인을 합의 알고리즘(PBFT)을 적용한다. GPS 모듈을 활용하여 노드 그룹을 검색하는 방식으로 인증과 PBFT의 블록체인 생성과정을 수행한다. 성능분석 결과, 새로운 Lora 신뢰 네트워크를 구축하고 합의 알고리즘의 지연 시간이 개선했음을 증명하였다. 본 연구는 4차 산업 융합연구로써 향후 Lora 장치의 보안 기술 개선에 도움이 되고자 한다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제12권9호
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• pp.4576-4598
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• 2018

In big data age, flexible and affordable cloud storage service greatly enhances productivity for enterprises and individuals, but spontaneously has their outsourced data susceptible to integrity breaches. Provable Data Possession (PDP) as a critical technology, could enable data owners to efficiently verify cloud data integrity, without downloading entire copy. To address challenging integrity problem on multiple clouds for multiple owners, an identity-based batch PDP scheme was presented in ProvSec 2016, which attempted to eliminate public key certificate management issue and reduce computation overheads in a secure and batch method. In this paper, we firstly demonstrate this scheme is insecure so that any clouds who have outsourced data deleted or modified, could efficiently pass integrity verification, simply by utilizing two arbitrary block-tag pairs of one data owner. Specifically, malicious clouds are able to fabricate integrity proofs by 1) universally forging valid tags and 2) recovering data owners' private keys. Secondly, to enhance the security, we propose an improved scheme to withstand these attacks, and prove its security with CDH assumption under random oracle model. Finally, based on simulations and overheads analysis, our batch scheme demonstrates better efficiency compared to an identity based multi-cloud PDP with single owner effort.

• Geomechanics and Engineering
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• 제11권3호
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• pp.401-420
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• 2016

The stability of deep coal roadways with large sections and thick top coal is a typical challenge in many coal mines in China. The innovative Universal Discrete Element Code (UDEC) trigon block is adopted to create a numerical model based on a case study at the Dongtan coal mine in China to better understand the failure mechanism and stability control mechanism of this kind of roadway. The failure process of an unsupported roadway is simulated, and the results suggest that the deformation of the roof is more serious than that of the sides and floor, especially in the center of the roof. The radial stress that is released is more intense than the tangential stress, while a large zone of relaxation appears around the roadway. The failure process begins from partial failure at roadway corners, and then propagates deeper into the roof and sides, finally resulting in large deformation in the roadway. A combined support system is proposed to support roadways based on an analysis of the simulation results. The numerical simulation and field monitoring suggest that the availability of this support method is feasible both in theory and practice, which can provide helpful references for research on the failure mechanisms and scientific support designing of engineering in deep coal mines.