參考文獻 |
ACI Committee 318, (2005), “Building code requirements for structural
concrete (ACI 318-05) and commentary (ACI 318-05),” American
Concrete Institute Report, Farmington Hills, U.S.A., p. 180.
Ali, S. S., and Page., A.W., (1985), "An Elastic Analysis of Concentrated
Loads on Brickwork," Masonry int., 6, pp. 9-21.
Ali, S. S., and Page, A.W., (1988), "Finite Element Model for Masonry
Subjected to Concentrated Loads," Journal of Structure Engineering ,
ASCE, 114(8),pp.1761-1784.
Applied Technology Council(ATC), (1996), “Seismic Evaluation and
Retrofit of Concrete Buildings”, Report No. ATC-40, Redwood City,
California.
Bedard, C., and Kotsovos, M.D. , (1984), "Fracture Processes of Concrete
for NLEFA Methods," Journal of Structure Engineering , 112(3),
(1984).
Benjamin, J.R., and Williams, H.A., (1957), “The behavior of one-story
reinforced concrete shear walls,” Journal of Structural Division, ASCE,
Vol. 83, No. 3, pp. 1–49.
Bicanic,N., Stirling, C., Pearce, C.J. , (2002), "Discontinuous Modeling of
Structural Masonry," Journal of Computer. Mech..
Collins, M. P., (1978), “Towards a Rational Theory for RC Members in
shear,” Journal of the Structure Division, ASCE, Vol.104, pp.649-666.
Collins, M.P. and Mitchell, D., (1987), “Prestressed Concrete Basics.”
Canadian Prestressed Concrete Institute, Toronto, Canada.
Darwin, D., and Pecknold, D.A., (1976), “Nonlinear Biaxial Law for
Concrete ,” Journal of Structure Div., 103(2), pp.255-369.
Didier Combescure, Pierre Pegon, (2000), “Application of the
local-to-global approach to the study of infilled frame structures under
seismic loading”, Journal of Nuclear Engineering and Design, 196,
pp.17-40.
Faella, G. , (1996) ,“Evaluation of the R/C structures seismic response by
means of nonlinear static push-over analysis,” Eleventh World
Conference on Earthquake Engineering, ISBN:0 08 042822 3.
Fajfar, P. ,and Gaspersic P. , (1996), “The N2 method for the seismic
damage analysis of RC buildings, ’’ Journal of Earthquake
Engineering and Structural Dynamics, Vol. 25, pp. 31~ 46.
Fardis, Michael N., (2003), “Seismic Assessment and Retrofitting of
Existing Buildings According To Eurocode 8.” Fifth National
Conference on Earthquake Engineering 26-30 May 2003﹐Istanbul﹐
Turkey.
FEMA-273, (1997), “NEHRP Guidelines for Seismic Rehabilitation of
Buildings”, Buildings Seismic Safety Council (BSSC) , Second Ballot
Version, developed for the Federal Emergency Management Agency,
Washington, D. C. , USA..
Goodmam, R.E., Taylor, R.L., and Brekke, T.L., (1968), "A Model for
the Mechanics of Jointed Rock," Journal of the Soil Mechanics and
Foundations Division, ASCE, 94(3), pp. 637-659.
Habibullah, A., and Stephen, P., (1998), “Practical three-dimensional
nonlinear static pushover analysis,” Structure Magazine, U.S.A.,
pp.1–2.
Hsu, Thomas T. C., (1998), “Unified Approach to Shear Analysis and
Design,” Journal of Cement and Concrete Composites, Vol: 20, Issue:
6, December, pp. 419-435.
http://www.geotech.org.tw/7-3-1guide63.htm
Kilar, V., and Fajfar, P., (1997), “Simple pushover analysis of
asymmetric buildings,” Journal of Earthquake Engineering and
Structural Dynamics, Vol.26, pp.223~249.
Kupfer, H.B., and Gerstle, K.H., (1973), "Behavior of Concrete Under
Biaxial Stresses," Journal of Engineering Mech. Div., ASCE, 99(4), pp.
852-866.
Kwak, H.G., and Kim, D.Y., (2004), “Material nonlinear analysis of RC
shear walls subject to monotonic loadings,” Journal of Engineering
Structures, Vol. 26, pp. 1517–1533.
Kwak, H.G., and Kim, D.Y., (2001), “Nonlinear analysis of RC shear
walls considering tension -stiffening effect,” Journal of Computers &
Structures, Vol. 79, pp. 499–517.
Lawson R. S., V. Vance, H. Krawinkler., (1994), “Nonlinear static
pushover analysis---why, when and how ?” Proceedings 5th U.S
Conference on Earthquake Engineering, Chicago, pp.283-292.
Miranda, E., (1991), “Seismic evaluation and upgrading of existing
buildings,” Ph.D. Dissertation, University of California at Berkeley,
California.
Mo, Y.L., and Chan, J., (1996), “Behavior of reinforced-concrete-framed
shear walls,” Journal of Nuclear Engineering and Design, Vol. 166, pp.
55–68.
Mosalam K.M., R.N. White and P. Gergely, (1997), “Computational
Strategies for Frames with Infill Walls: Discrete and Smeared Crack
Analyses and Seismic Fragility”, Technical Report NCEER -97-0021 ,
State University of New York at Buffaio.
Page, A.W., (1978), "Finite Element Model for Masonry," American
Society of Civil Engineers, 104(ST8), pp.1267-1285.
Park, R. and Pauley, T., (1975), Reinforced Concrete Structure, Chapter 6.
Pauley, T. and Priestiey, M. J. N., (1991), Seismic Design of Reinforced
Concrete and Masonry Buildings, Chapter 3.
Peter Fajfar, Peter Gaspersic., (1996), “The N2 method for the seismic
damage analysis of RC buildings.” Journal of Earthquake Engineering
and Structural Dynamics, 25(1), pp.31-46.
Porasz, A., (1989), “An Investigation of the Stress-Strain Characteristics
of High Strength Concrete in Shear,” M.A.Sc. Thesis, University of
Toronto, Toronto, Canada.
Priestley, M. J. N., (2000), “Performance Based Seismic Design”
Proceedings of 12th WCEE,Auckland.
Response2000, http://www.ecf.utoronto.ca/~bentz/home.shtml.
Saenz, L.P., (1964), "Discussion of Equation for the Stress-Strain Curve
of Concrete - by P. Desay and S. Krishan," ACI Journal, 61(9),
pp.1229-1235.
Saiidi, M., M. A. Sozen., (1981), “Simple nonlinear seismic analysis of
R/C structures.” Journal of Structural Division (ASCE), 107(8), pp.
937-952,.
SAP2000, (2005), Computers and Structures Inc. , “SAP2000 Integrated
Software for Structural Analysis and Design”, Analysis Reference
Manual, Berkeley, California, U.S.A..
SEAOC Vision 2000 Committee., (1995), “Performance-Based Seismic
Engineering of Buildings” Report Prepared by Structural Engineering
Association of California, Sacramento, California, USA.
Shirai, N., and Sato., T., (1981), “Inelastic Analysis of Reinforced
Concrete Shear Wall Structures Material Modeling of Reinforced
Concrete,” IABSE Colloquium, Delft.
Singh P.K., Saxena S. and Roy B.N., (2001), ”Behavior of brick masonry
infilled reinforced concrete frame subjected to static loading” Journal
of the Institution of Engineers(India), v82, p23-29.
Sung, Y.C., Liu, K.Y., Su, C.K., Tsai, I.C., and Chang, K.C., (2005), “A
Study on pushover analyses of reinforced concrete columns,” Journal
of Structural Engineering and Mechanics , Vol. 21, No. 1, pp. 35–52.
Sutcliffe D.J., H.S. Yu and A.W. Page, (2001), “Lower bound limit
analysis of unreinforced masonry shear walls” Journal of Computers &
Structures 1295-1312 79.
Vecchio, F.J. and Collins, M.P., (1982), “The Response of Reinforced
Concrete to In-Plain Shear and Normal Stresses,” Publication No.
82-03, Department of Civil Engineering, University of Toronto,
Toronto, Canada, pp.332.
Viwathanapeta, S., Popov, E.P., and Bertero, V.V., (1979), "Effects of
Generalized Loadings on Bond of Reinforcing Bar Embedded in
Confined Concrete Blocks," EECR 79-22, Earthquake Engineering
Research Center, University of California, Berkeley.
Zhang, Y., and Wang, Z., (2000), “Seismic behavior of reinforced concrete
shear walls subjected to high axial loading,” ACI Structural Journal,
Vol. 97, No. 5, September & October.
小古俊介,(2000),「日本基于性能結構抗震設計方法的發展」,建築
結構期刊,Vol. 50﹝6﹞:第3-9 頁,日本。
王力行,林炳昌,(2005),「非靭性鋼筋混凝土構造建築物之梁柱構件
塑鉸性質推算及耐震能力評估」,九十四年電子計算機於土木水利
工程應用研討會,台南。
王仲宇,黃旭輝,(2003),「含磚牆非韌性RC 構架之數值模擬」,國家
地震工程研究中心,報告編號﹕NCREE 03-023,台北。
王勇智,(2004),「非韌性構架-擴柱補強設計」,非韌性RC 含牆構架
之耐震評估與補強講習會,國家地震工程研究中心,報告編號﹕
NCREE-04-026,台北。
朱杰江、呂西林、容柏生,(2003),「繁雜體型高層結構的推覆分析方
法和應用」,地震工程與工程振動期刊,23(2)﹕26-36,中國。
何象鏞、王仲宇,(2005),「鋼筋混凝土構架塑鉸性質之探討」,九十
四年電子計算機於土木水利工程應用研討會,臺南。
何象鏞、王仲宇,(2006 接受),「SAP2000 推覆分析程序中含磚牆RC
梁柱構件塑性鉸性質之設定法」,結構工程期刊,臺北。
何象鏞、王仲宇,(2006 接受),「結構推覆分析程序中RC 牆構件塑性
鉸性質之設定」,中國土木水利工程期刊,臺北。
宋裕祺,劉光晏,蘇進國,蔡益超,張國鎮,(2004),「鋼筋混凝土柱
側推分析之研究與探討」,中華民國建築學會,建築學報,第46 期,
第47-65 頁,臺北。
李威震,(2000),「建築物之強度韌性耐震能力評估研究」,國立台灣
大學土木工程學系,碩士論文,臺北。
吳明學,(1986),「含磚牆RC 構架之歷時動力分析」,國立台灣大學土
木工程研究所碩士論文,臺北。
吳曉西,呂西林,(1996),「反覆荷載下混凝土剪力牆非線性有限元分
析」,同濟大學學報,26(1) ,上海,中國。
林炳昌、林子堯,(2004),「含RC 牆建築物之耐震能力評估研究」,中
華民國第七屆結構工程研討會,中壢。
林正偉,(1995),「有邊界柱梁之磚牆耐震試驗與等值桁架分析」,國
立成功大學土木工程學系,碩士論文,臺南。
邱聰智,(2002),「碳纖FRP 在鋼筋混凝土牆之耐震補強研究」,碩士
論文,國立台灣科技大學營建工程系,臺北。
張凡,(2005),「高層建築結構的Pushover 分析方法及應用研究」,碩
士論文,西安建築科技大學,西安,中國。
涂耀賢、黄世建、陳力平、陳俊宏、張弘彬,(2002),「非靭性含牆構
架翼牆補強設計之研究」,國家地震工程研究中心報告,No. NCREE
04-026,臺北,第53–71 頁,臺北。
涂耀賢,(2005),「低矮型RC 牆暨構架之側向載重位移曲線預測研
究」,博士論文,國立台灣科技大學營建工程系,臺北。
陳明生,(1994),「紅磚、砂漿與其介面之基本力學性質研究」,國立
成功大學土木工程學系,碩士論文,臺南。
陳建華、黃炯憲、張國鎮、陳俊宇,(2003),「SCFRP 於含磚牆非韌性
構架之耐震補強實驗與分析」,國家地震工程研究中心報告,No.
NCREE 03-022,臺北。
陳俊宏,(2003),「含開口RC 牆非韌性構架之耐震抗剪強度研究」,碩
士論文,國立台灣科技大學營建工程系,台北。
陳威成,(2000),「學校建築結構耐震能力詳細評估與補強」,國立台
灣大學土木工程學系,碩士論文,台北。
陳清泉,高健章,蔡益超,陳國顯,(1984),「紅磚與磚牆力學特性之
試驗研究」,行政院國家科學委員會,防災科技研究報告73-12 號,
NSC73-0414-P002-07,台北。
許茂雄、劉白梅、杜怡萱、劉宜珮、胡采琦,(2003),「加強磚造建築
物耐震診斷與補強對策之研究」,內政部建築研究所研究報告,台
北。
盛鎧,(1996),「含磚牆建物之動態行為反應」,國立交通大學土木工
程研究所碩士論文,新竹。
莊清鏘,(1999),「二維可變形分離塊體的動、靜態模擬」,博士論文,
國立中央大學土木工程研究所,中壢。
游昇翰,(2002),「老舊加強磚造教室建築物耐震能力分析研究」,中
原大學土木工程學系,碩士論文,中壢。
張國鎮、謝聖南,(2003),「含磚牆鋼筋混凝土構架耐震補強研究」,
國家地震工程研究中心,報告編號﹕NCREE 03-039,台北。
張弘彬,(2003),「含RC 翼牆非韌性構架耐震評估與補強之研究」,碩
士論文,國立台灣科技大學營建工程系,臺北。
黃昭勳、蔡驥鑫,(2003),「含磚牆RC 構架之耐震分析及設計研究」,
國家地震工程研究中心,報告編號﹕NCREE 03-031,台北。
黃國彰,(1995),「有邊界柱梁之磚牆耐震試驗與等值牆版分析」,國
立成功大學土木工程學系,碩士論文,臺南。
曾凱瀚,(1994),「磚礅與磚牆基本力學性質試驗研究」,國立成功大
學土木工程學系,碩士論文,臺南。
葉永信,(2001),「鋼筋混凝土牆之碳纖FRP 耐震補強研究」,碩士論
文,國立台灣科技大學營建工程系,臺北。
廖文義、柴駿甫,(2000),「學校建築耐震能力之簡易評估法及震譜容
量法」, 國家地震工程研究中心研究報告, 報告編號
NCREE-00-042,台北。
葉獻國、周錫元,(1999),「建築結構彈塑性反應簡化分析方法的研
究」,國家自然科學基金九五重大項目﹝59895410﹞,大型複雜結
構的關鍵科學問題及設計理論研究論文集,中國。
蔡益超、劉國欽,(1991),「鋼筋混凝土構架填充部分非結構磚牆耐震
動力分析」,國立台灣大學工學院地震工程研究中心報告,臺北。
蔡驥鑫,(2002),「含磚牆非韌性RC 構架之耐震行為分析」,碩士論文,
國立台北科技大學土木與防災研究所,臺北。
賴慶鴻,(1999),「鋼筋混凝土剪力牆強度與剛度之試驗與分析」,碩
士論文,國立成功大學土木工程研究所,臺南。
謝孟勳,(2002),「加強磚造構架耐震評估與補強之研究」,逢甲大學
土木及水利工程研究所碩士論文,臺中。
羅俊雄、簡文郁、廖文義,(2003),「依耐震規範設計下鋼筋混凝土建
築物極限耐震能力之研究」,內政部建築研究所研究報告,台北。
羅俊雄、廖文義、簡文郁、鄧崇任、柴駿甫,(2001),「容量設計法應
用於建築物耐震設計之探討」,內政部建築研究所研究報告,台北。
蕭江碧、羅俊雄、陳柏端、廖文義、柴駿甫、鄧崇任、簡文郁,(2002),
「建築物耐震性能設計法之性能目標與相關項目研究」,內政部建
築研究所研究報告,台北。
蕭江碧、葉祥海、王亭復、薛強,(2004),「建築物耐震性能設計規範
架構之研究」,內政部建築研究所研究報告,台北。
蕭輔沛,(2004),「鋼筋混凝土剪力牆--構架互制行為之實驗研究與數
值模擬」,博士論文,國立成功大學土木工程研究所,臺南。 |