| 1 |
Shon SD and Lee SJ (2013.3) Critical load and effective buckling length factor of dome-typed space frame accordance with variation of member rigidity, Journal of Korean Association for Spatial Structures, 13(1) 87-96/
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| 2 |
Kim, H.S., Kang, J.W. and Kim, Y.S., "Smart microvibration control of high-tech Industry facilities using multi-objective genetic algorithm", Journal of the Korean Association for Spacial Structures, Vol. 13, No. 2, 2013, pp. 37-45./
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| 3 |
Yoo, J. W. and Yu, E. J., "Aging Coefficient Formula of Reinforced Concrete Members under Axial Compression," Journal of the Korean Association for Spatial Structures, Vol. 13, No. 4, 2013, pp. 67-74. (doi: http://dx.doi.org/10.9712/KASS.2013.13.4.067)/
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| 4 |
Kim, J. Y., Jung, I. Y., and Park, S. E., "Seismic Performance Improvement of MDOF Reinforced Concrete Moment Frame Retrofitted Steel Jacket," Journal of Korean Association for Spatial Structures, Vol, 13, No. 1, 2013, pp. 69-77./
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| 5 |
손수덕, 이승재, 돔형 스페이스 프레임의 부재강성변화에 따른 임계좌굴하중과 유효좌굴길이계수, 한국공간구조학회지, 13(1), p.p.87-96, 2013/
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박찬수, 이주나, 프랫트러스의 디자인 구성요소 변화와 역학적 특성분석, 한국공간구조학회논문집, 13권2호, p.p.47-55, 2013./
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| 7 |
Shon SD, Lee SJ and Choi JH(2012), Optimum structural design of space truss with considering in snap-thrugh buckling, Journal of Korean Association for Spatial Structures, Vol. 12(2), 89-98/
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| 8 |
Kim, H.S., Kang, J.W. and Kim, Y.S., "Microvibration control of high technology facilities subjected to train-induced excitation using smart base isolation", Journal of the Korean Association for Spacial Structures, Vol. 12, No. 2, 2012, pp.99-108./
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| 9 |
Gee-Cheol Kim and Joo-Won Kang (2012), Application of TMD for Seismic Response Control of Dome Structure, Journal of the Association for Spatial Structure, Vol. 12, No. 1, pp.99-108/
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| 10 |
Koo, Choong-M0, Jung, Hwan-Mok and Kim and Cheol-Hwan, A Study on the Stability of the Single-Layer Latticed Dome during Erection Using the Step-Up Method, Journal of the Korea Association for Spatial Structures, Vol.12, No.4, 2012.12, pp.109-118/
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