1 |
European Committee for Standardization (2006) Eurocode 8- Design of structures for earthquake resistance - Part 4: Silos, Tanks and Pipelines, Eurocode 8, Brussels, Belgium.
|
2 |
American Petroleum Institute (2007) Welded Storage Tanks for Oil Storage, API 650, American Petroleum Institute Standard, Washington D.C., U.S.A.
|
3 |
New Zealand Society for Earthquake Engineering. (2009) Seismic Design of Storage Tanks, Recommendations of a Study Group of New Zealand Society for Earthquake Engineering, New Zealand.
|
4 |
Oh, C.K. and Bae, D. (2014) Proposed Revisions to Fatigue Provisions of Orthotropic Steel Deck Systems for Long Span Cable Bridges, International Journal of Steel Structures, Vol.14, pp.811-819.
DOI
|
5 |
이철호, 강기용, 김성용, 구철회(2013) 각형 콘크리트충전 강관기둥 부재의 구조설계기준 비교연구, 한국강구조학회논문집, 제25권, 제4호, pp.389-398.
|
6 |
박장호(1997) 면진 및 비면진 직사각형 수조구조물의 동적 거동 해석, 박사학위논문, 서울대학교.
|
7 |
Housner, G.W. (1957) Dynamic pressure on accelerated fluid containers, Bulletin of the Seismological Society of America, Vol.47, pp.15-35.
|
8 |
Housner, G.W. (1963) Dynamic analysis of fluids in containers subjected to acceleration, in Nuclear Reactors and Earthquakes, Report No.TID7024, U. S. Atomic Energy Commission, U.S.A.
|
9 |
Rammerstorfer, F.G., Sharf, K., and Fisher, F.D. (1990) Storage tanks under earthquake loading, Applied mechanics reviews, ASME, Vol.43, pp.261-282.
DOI
|
10 |
Malhotra, P.K., Wenk, T., and Weiland, M. (2000) Simple procedure of seismic analysis of liquid storage tanks, Structral Engineering. Vol.10, pp.197-201.
DOI
|
11 |
Manos, G.C. and Clough, R.W. (1985) Tank damage during May 1983 Coalinga earthquake, Earthquake Engineering and Structural Dynamics, Vol.1, pp.449-466.
|
12 |
Veletsos, A.S. (1984) Seismic response and design of liquid storage tanks, Guidelines for the seismic design of oil and gas pipeline systems, Technical council on lifeline earthquake engineering, ASCE, N. Y., U.S.A.
|