• Journal of the Korean GEO-environmental Society
• /
• v.14 no.11
• /
• pp.47-54
• /
• 2013

This study is the basic research to develop the customized base module for modular road system. A case study was carried out on designs of base module for soft soil condition. Two types of base module was proposed; crossbeam module and crossbeam-pile module. Based on the case study, it was verified crossbeam-pile module is suitable for soft soil condition and the optimum dimension of crossbeam-pile module for modular road system constructed on soft soil was determined. For development of the optimal base modular for modular road system, it is needed in the future to build a data base about ground and roadbed of road construction sites and to classify and systemized base modules according to soil conditions through many case studies.

• Korean Journal of Construction Engineering and Management
• /
• v.11 no.6
• /
• pp.89-99
• /
• 2010

Military Barracks and Bachelor Officer's Quarters are public buildings representing architectural characteristics with repeating the same room modules. These buildings require easy dismantling and reusing for the next generation' military re-organization. For these reasons, since 2005, the modular construction has been applied to military buildings. The most important factors required for modular military buildings are standardization, lowcost construction and reusable construction method. However, conventional modular building system have not been matched with these requirements. This study suggests a new modular system for Bachelor Officer's Quarters using Six-sigma design tool. To reflect the voices of customers, market study and surveys were carried out. Through the QFD, the voices of customers were converted into quality characteristics of building system for BOQ. The various design concepts meeting customer's requirement were derived by the QFD and Pugh matrix methodology. The proposed modular building system shows 80% increased factory production rate and 62% decreased weight of steel frame as compared with the conventional modular building system.

• Journal of Korean Association for Spatial Structures
• /
• v.8 no.4
• /
• pp.65-71
• /
• 2008

The object of this paper is to evaluate on constructability of modular steel frame with the hollow structural steel section to LEB C-shape. A modular building is built with factory-manufacture and site-construction. The advantage of a Modular building presents that enhanced building quality, shortened construction period and easy at an expansion and enlargement for buildings but also has demerits such as size restriction of the modular units according to the Road Traffic Law and Inflexibility of the unit composition. So in this study we use light-weighted structure members with bolted joint for easy Knock-down and traffic, also we evaluated the constructability of this bolted joints type modular buildings.

• Journal of the Korea Institute of Information Security & Cryptology
• /
• v.29 no.3
• /
• pp.511-514
• /
• 2019

Elliptic Curves Cryptosystem(ECC) provides the same level of security with relatively small key sizes, as compared to the traditional cryptosystems. The performance of ECC over GF(2m) and GF(p) depends on the efficiency of finite field arithmetic, especially the modular multiplication which is based on the reduction algorithm. In this paper, we propose a new modular reduction algorithm which provides high-speed ECC over NIST prime P-256. Detailed experimental results show that the proposed algorithm is about 25% faster than the previous methods.

• Proceedings of the Korea Multimedia Society Conference
• /
• 2003.11a
• /
• pp.162-165
• /
• 2003

RSA 등의 공개키 암호화 시스템에서는 매우 큰 정수에 대해서 모듈러 멱승을 수행한다. 그러므로 모듈러 멱승을 효율적으로 구현하기 위하여 많은 연구가 진행되어 왔다. 모듈러 멱승을 소프트웨어적으로 구현할 경우 시간적인 제약을 극복하지 못하므로, 이를 하드웨어로 구현하려는 연구도 많이 이루어지고 있는 추세이다. 몽고메리 곱셈 알고리즘은 비용이 많이 드는 모듈러 연산을 효율적으로 처리하고 있으므로 하드웨어적 구현에 현재 널리 쓰이고 있다. 몽고메리 곱셈 알고리즘은 내부적으로 당연히 곱셈연산을 주로 사용하기 때문에, 어떤 곱셈기를 사용하느냐가 성능에 영향을 미치게 한다. 본 논문에서는 몽고메리 곱셈기를 다양한 32비트 곱셈기를 적용해 보고, 성능 및 면적을 측정하였다. 이러한 측정 결과를 토대로 특정 응용에 알맞은 32비트 곱셈기를 적절히 선택하여 설계할 수 있을 것으로 기대한다.

• Proceedings of the Korea Information Processing Society Conference
• /
• 2000.10a
• /
• pp.849-852
• /
• 2000

본 논문에서는 RSA 암호 시스템의 Montgomery 모듈러 곱셈 알고리듬을 개선한 고속 모듈러 곱셈 알고리듬을 제안하고, Hybrid 구조의 가산기를 사용한 고속 모듈러 곱셈 알고리듬의 설계에 관하여 기술한다. 기존 Montgomery 알고리듬에서는 부분합계산시 2번의 덧셈연산이 요구되지만 제안된 방법에서는 단지 1번의 덧셈 연산으로 부분 합을 계산할 수 있다. 또한 덧셈 연산 속도를 향상시키기 위하여 Hybrid 구조의 가산기를 제안한다. Hybrid 가산기는 기존의 CLA(Carry Look-ahad Adder)와 CSA(Carry Select Adder)알고리듬을 혼합한 구조를 기본으로 하고 있다. 제안된 고속 모듈러 곰셈기는 VHDL(VHSIC Hardware Description Language)을 이용하여 모델링하였고, $Synopsys^{TM}$사의 Design Analyzer를 이용하여 논리합성(Altera 10K lib. 이용)을 수행하였다. 성능 분석을 위하여 Altera MAX+ PLUS II 상에서 타이밍 시뮬레이션을 수행하였고, 실험을 통하여 제안한 방법의 효율성을 입증하였다.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.22 no.2
• /
• pp.105-114
• /
• 2018

Modular system can be divided into two types based on the methods of resisting load. The one is the open-sided modular system composed of beams and columns. The other is the enclosed modular system composed of panels and studs. Of the Modular systems, the use of open-sided modular system is limited because it consists of closed member sections. In order to solve this problem, Choi et al.(2017) proposed a composite modular system with folded steel members filled with concrete. However, it was assumed in the previous study that the connections between modules are composed of rigid joint. Therefore it didn't identify the effect of connection behavior in structure. This study used finite element analysis to calculate stiffness of the connections in the proposed modular system. The linearization method presented in FEMA 440 is used for seismic performance assessment of structures, considering the connection stiffness computed in this study. The result of analysis shows that the capacity and story drift ratio obtained in the model considering stiffness of connection are less than those in the model not considering connection stiffness. Based on this observation, it is concluded that the stiffness of connection has a considerable effect on structural behavior.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.23 no.1
• /
• pp.9-18
• /
• 2019

Modular system can be divided into two types based on the methods of resisting load. The one is the open-sided modular system composed of beams and columns. The other is the enclosed modular system composed of panels and studs. Of the Modular systems, the use of open-sided modular system is limited because it consists of closed member sections. In order to solve this problem, Choi et al.(2017) proposed a composite modular system with folded steel members filled with concrete. However, it was assumed in the previous study that the connections between modules are composed of rigid joint. Therefore it didn't identify the effect of connection behavior in structure. This study used finite element analysis to calculate stiffness of the connections in the proposed modular system. The linearization method presented in FEMA 440 is used for seismic performance assessment of structures, considering the connection stiffness computed in this study. The result of analysis shows that the capacity and story drift ratio obtained in the model considering stiffness of connection are less than those in the model not considering connection stiffness. Based on this observation, it is concluded that the stiffness of connection has a considerable effect on structural behavior.

• Journal of Korean Society of Steel Construction
• /
• v.28 no.6
• /
• pp.415-425
• /
• 2016

Load-bearing steel stud wall system is widely used for the middle-to-high rise modular buildings worldwide. Seismic performance is a key issue to apply load-bearing steel stud wall system to modular buildings in Korea. This study proposes a new strap braced steel stud wall system with enhanced seismic performance and design equations considering the flexural behaviour of the vertical outer studs. For the verification, two specimens with different strap braces and vertical outer stud were designed and tested. The test results showed that the total strengths were evaluated to be 1.11 to 1.18 times higher than the predicted values. Usually strap braced walls are considered to have low energy dissipation capacities. The proposed system showed enhanced seismic performance with equivalent damping of 9.42% due to the reduced pinching effects.

• Korean Journal of Construction Engineering and Management
• /
• v.13 no.5
• /
• pp.103-112
• /
• 2012

Republic of Korea is recently becoming an advanced country with increasing standard of living. This is causing a lack of employment in the construction industry because of high labor costs and it is resulting rapid increase in foreign labors. Modular Method of Construction can be defined as 50%~90% of the entire process is completed in factory, and transferred to construction field to install. The main purpose of this process is to minimize the entire process that possibly can be done at construction field in order to maximize the quality. The current local usage of Modular Method of Construction started at Shin Ki Elementary School during 2003 and it is widely used for military facilities. It should be used more because it has strengths of spending short time period to complete and low production costs. It can make a change if Modular Method of Construction is applied. Toyota is currently producing vehicle with conveyor system and if Modular Method of Construction is applied, then it is possible to reduce the waste of labor, and automatic production time. Expansion of the modular Market can be expected by applying this method because it will improve producing costs, high quality, and enforced process. This research tried to solve the problem of factory's manufacturing production by applying local Modular Method of Construction to provide suggestions and analyze the profitability with applied conveyor system. It is depending on produced model, but this research's model will take 20 months including assessment of payback period.