將非線性變形控制於預選塑區

the inelastic deformation is on the pre-selected zone

1. Bruneau, M., Performance of steel bridges during the 1995 Hyogoken–Nanbu (Kobe, Japan) earthquake—a North American perspective.
Engineering Structures, 1998. 20(12): p. 1063-1078.
2. Usami, T. and Y. Fukumoto, Local and overall buckling of welded box columns. Journal of the Structural Division, 1982. 108(3): p. 525-542.
3. Usami, T. and Y. Fukumoto, Deformation analysis of locally buckled steel compression members. Journal of Constructional Steel Research, 1989. 13(2): p. 111-135.
4. Susantha, K., H. Ge, and T. Usami, Cyclic analysis and capacity prediction of concrete‐filled steel box columns. Earthquake engineering & structural dynamics, 2002. 31(2): p. 195-216.
5. MacRae, G.A. and K. Kawashima, Seismic behavior of hollow stiffened steel bridge columns. Journal of Bridge Engineering, 2001. 6(2): p. 110-119.
6. Aoki, T. and K. Susantha, Seismic performance of rectangular-shaped steel piers under cyclic loading. Journal of structural engineering, 2005. 131(2): p. 240-249.
7. Rasmussen, K. and G. Hancock, Tests of high strength steel columns. Journal of Constructional Steel Research, 1995. 34(1): p. 27-52.
8. Usami, T. and H. Ge, Cyclic behavior of thin-walled steel structures—numerical analysis. Thin-walled structures, 1998. 32(1): p. 41-80.
9. McMullin, K.M. and A. Astaneh-Asl, Steel semirigid column-tree moment resisting frame seismic behavior. Journal of Structural
46
Engineering, 2003. 129(9): p. 1243-1249.
10. AASHTO. LRFD Bridge Design Specifications,“American Association of State Highway and Transportation Officials,”; 2010
11. Fukumoto Y, Takaku T, Aoki T, Susantha KAS,“Innovative Use of Profiled Steel Plates for Seismic Structural Performance,”Advances in Structural Engineering 2005; 8(3): 247-257
12. Japan Road Association,“Specifications for Highway Bridges,”Part Ⅱ: Steel bridges, Tokyo(1996a)
13. Japan Road Association,“Specifications for Highway Bridges,”Part Ⅴ: Seismic design, Tokyo(1996b).
14. Timoshenko, S.P., and Gere, J.M., Theory of Elastic Stablilty, 2nd ed., McGraw-Hill, New York(1961).
15. Takaku T., Fukumoto Y., Aoki T., Susantha KAS.,“Seismic Design of Bridge Piers with Stiffened Box Sections using LP Plates,”13th World Conference on Earthquake Engineering 2004; Paper No. 3224, Vancouver, B. C., Canada.
16. Usami T.,“A Simplified Analysis of the Strength of Stiffened Box Members inCompression and Bending,”Journal of Constructional Steel Research 1990; 17(3): 237-247.
17. Uenoya M., Nakamura M., Fukumoto Y., and Yamamoto S.,“An experimental study on the elastic-plastic hysteretic of tapered column,”Journal of Structural Engineering, JSCE, Vol. 9, No.33, 25-35 (2002).
18. Yamamoto R., Aoki T., Kumano T., TuKamoto Y,“Experimental Study (2) on Seismic Performance of Steel Piers with LP plates
47
(Stiffeners and Tapering Ratio),”Proceeding of the Annuals of JSCE, 2003；No.58 (in Japanese).
19. 陳生金、林南交「鋼結構工程中心頂尖研究計畫，具連接板接合鋼橋柱系列研究-具改良型連接板接合鋼橋柱耐震行為」，2014。
20. 陳生金、陳傑. (2008). 加勁材對鋼橋柱耐震行為之影響. 中國土木水利工程學刊, 20(3), 273-282.
21. 陳傑，「預選塑性區鋼橋柱耐震行為之研究」，國立台灣科技大學營建工程系研究所博士論文，2008。
22. 王星堯，「LP鋼橋柱耐震行為之研究」，國立台灣科技大學營建工程系研究所碩士論文，2012。
23. 林宜蕙，「消能連接板耐震行為之研究」，國立台灣科技大學營建工程系研究所碩士論文，2013。
24. 王宜仁，「消能板應用於梁柱接頭耐震行為之研究」，國立台灣科技大學營建工程系研究所碩士論文，2014。
25. 「交通技術標準規範公路類公路工程部公路橋梁耐震設計規範」，交通部，2008。
26. 陳生金，「鋼結構行為與設計」，科技圖書，2009。
27 松村政秀み, 北田俊行, & 陳生金. (2000). 塑性変形ソ発生箇所メ限定ウギ鋼製橋脚ソ耐震設言法ズコゆサ“.
48
28 28 28 吳昱豪，「消能連接板應用於鋼橋柱之耐震行為」國立台灣科技 吳昱豪，「消能連接板應用於鋼橋柱之耐震行為」國立台灣科技 吳昱豪，「消能連接板應用於鋼橋柱之耐震行為」國立台灣科技 吳昱豪，「消能連接板應用於鋼橋柱之耐震行為」國立台灣科技 吳昱豪，「消能連接板應用於鋼橋柱之耐震行為」國立台灣科技 吳昱豪，「消能連接板應用於鋼橋柱之耐震行為」國立台灣科技 大學營建工程系研究所碩士論文， 大學營建工程系研究所碩士論文， 2015201520152015