Диссертация (1141568), страница 18
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Attard, A.K. Samani // Eng Struct. – 2012. – № 41. – Pp. 335349126. Attard M. Stress–strain relationship of confined and unconfined concrete /M. Attard, S. Setunge // ACI Mater J. – 1996. – № 93. – Pp. 432-442.127. Bergues J. Etude du coraportement mecanique du beton soumis a des contraintestriaxiales / J. Bergues, P. Habib, P. Morlier // Annales de L'l.T.B.T.P. – 1970. –№ 226.
– Pp.174-187.128. Binici B. An analytical model for stress–strain behavior of confined concrete /B. Binici // Eng Struct. – 2005. – № 27. – Pp. 1040–1051.129. Boyd P.F. Seismic performance of steel-encased concrete columns under flexuralloading / P.F. Boyd, W.F. Cofer, D.I. McLean // Journal of ACI. – 1995. – vol. 92.– №3. – Pp. 353-364.130. Candappa D. Complete triaxial stress–strain curves of high-strength concrete /D. Candappa, J. Sanjayan., S. Setunge // J Mater Civil Eng. – 2001. – № 13. –Pp. 209-215.131. Carrazedo R. Plasticity based stress–strain model for concrete confinement /R.
Carrazedo, A. Mirmiran, J. Hanai // Engineering Structures. – 2013. – № 48. –Pp. 645-657.132. Cusson D. and Paultre P. Stress-Strain Model for Confined High-StrengthConcrete // Journal of Structural Engineering. ASCE. – V. 121, No. 3. – March1995.
– Pp. 468-477.161133. Diniz S.M.C. and Frangopol D.M. Strength and Ductility Simulation of HighStrength Concrete Columns // Journal of Structural Engineering. ASCE. – V. 123,No. 10. – October 1997. – Pp. 1365-1374.134. Eldash K. Modeling the Stress-Strain Behavior of Confined Concrete Columns //American Concrete Institute. – October 2006. – P 238.135. Fumagalli E. Strength Characteristics of Concrete under Conditions of MultiaxialCompression / E.
Fumagalli - Cem. and Concrete Association (trans.), London,1968. - 128 p.136. Furlong R.W. Design of steel-encased concrete beam-columns / R.W. Furlong //Proc. ASCE, 94. STI.267-281. Jan., 1968.137. Gardner N. Structural behavior of concrete filled steel tubes / N. Gardner,E.R. Jacobson // Journal of ACI.
– 1967. – vol. 64. – № 7. – Pp. 404 - 413.138. Georgios G. Axial capacity of circular concrete-filled tube columns / G. Georgios,D. Lam // Journal of Constructional Steel Research. – vol. 60. – 2004. – Pp.10491068.139. Gong C.-J. Application of concrete-filled steel tubular columns in tall buildings inearthguake area / C.-J. Gong, X. Lin, S.-H. Cai // Structures Congress XII.Proceedings of the ASCE Structures Congress 94, Atlanta, GA. – April 1994. –Vol. 1. – Pp.
146 - 151.140. Hadi M. and Elbasha N. Displacement ductility of helically confined HSC beams /M. Hadi, N. Elbasha // The Open Construction and Building Technology Journal, –2008. – № 2. – Pp. 270-279.141. Henzel J. Untersuchungen über die Tragfähigkeit netzbewehrten Betonsäulen: Vonder Fakultat für Bauingenieurwesen der Technischen Hochschule Darmstadt zurErlangung der würde eines. Doktor-Ingenieurs genehmigte dissertation. –Darmstadt, 1964. – 51 p.142. Hobbs D.W. Strength of Concrete Under Combined Stress / D.W.
Hobbs // Cem.and Concrete Res. – Vol. 1. – 1971. – Pp. 1-56.162143. Hong K.N. and Han S.H. Stress-Strain Model of High-Strength Concrete Confinedby Rectangular Ties, Journal of Structural Engineering, KSCE. – V. 9, No. 3 –2005. – Pp. 225-232.144. Hsu L. Complete stress–strain behaviour of high-strength concrete undercompression / L. Hsu, C. Hsu // Mag Concr Res. – 1994. – № 46. – Pp. 301-312.145. Imran I. Experimental study of plain concrete under triaxial stress / I.
Imran,S. Pantazopoulou // ACI Mater J. – 1996. – № 93. – Pp.589–601.146. Iyengar K.T. Strength of Concrete under Biaxial Compression / K.T. Iyengar,K. Chandrashekhara, K.T. Krishnaswamy // A С I Journal. Proc, 1965. – V.62, No2, – Pp. 239-250.147. Johanson M. Structural Behaviour of Circular Steel-Concrete Composite Columns/ M. Johanson // Licentiate thesis, Chalmers University of Technology, Div. ofConcrete Struct. Guoteborg, Sweden, 2000.148. Johnson R.P. Behavior of Concrete Under Biaxial and Triaxial Stress /R.P. Johnson, P.G. Lowe // Proc. of Entern. Conf. on Structure, Solid mechanicsand Engineering design in civil Eng. Materials.
- Southampton, part 2, 1969. – №4. – Pp.1039-1051.149. Johnson R.S. Concrete-Filled Steel Tubes / R.S. Johnson // Composite Structuresof steel and Concrete. – Vo1. 1, Chapter 5. – 1984. – Pp.171 - 177.150. Kappos A.J. and Konstantinidis D., Statistical Analysis of Confined High-StrengthConcrete Columns // Material and Structures.
– V. 32. – Dec. 1992. – Pp. 734-748.151. Kent D. C., and Park R., Flexural Members with Confined Concrete // Journal ofStructural Division. ASCE. – V. 97, No. ST7. – July 1971. – Pp. 1969-1990.152. Kibriya. T. Performance of concrete filled steel tubes under uniaxial compression /T. Kibriya // IV Regional Conference on Civil Engineering Technologi, JointASCE/ESIE Conference. Caipo, Egypt, 2005.153. Kiyoshi КАТО. Development of learning capacity and toughness of RC Column.Blast - resistant structures. - China, Beising, Tsinghua University.
– 1992. – Pp.5968.163154. Kobayashi S. Fracture Criteria of Cement Paste, Mortar and Concrete Subjected toMultiaxial Compressive Stresses / S. Kobayashi, W. Koyanagi // The Deformationand the Rapture of Solids Subjected to Multiaxial Stresses. P.I. - Concrete / Proc.of Colloque International, Cannes, 1972. – Paris 1973, Q 1/9.155. Krishan A.L. Load-bearing capacity of short concrete-filled steel tube columns ofcircularcrosssection/A.L. Krishan,E.A. Troshkina,V.I. Rimshin,V.A. Rahmanov, V.L. Kurbatov // Research Journal of Pharmaceutical, Biologicaland Chemical Sciences. – 2016. – Т.
7, № 3. – Pp. 2518-2529.156. Kupfer H.B. Bihavior of Concrete Under Biaxial Stresses / H.B. Kupfer,K.H. Gerstle // ACI Journal. – 1969. – Vol. 66, N 8. – Pp. 656-666.157. Kusuma B. Unified Stress-Strain Model for Confined Columns of Any Concreteand Steel Strengths // Proceeding of the International Conference on EarthquakeEngineering and Disaster Mitigation, 14-15 Apr.
2008, Jakarta, Indonesia. – Pp.502-509.158. Leon R.T. Limit State Response of Composite Columns and Beam-Columns Part1: Formulation of Design Provisions for the 2005 AISC Specification / R.T. Leon,D.K. Kim, J.F. Hajjar // Eng. Journal, Fourth Quarter, 2007. –Pp. 341-358.159. Lewis D.J. Multiaxial failure diagram for concrete / D.J. Lewis, G.D.T. Carmichael// Civil Engineering and Public Works Review, april 1970. – Pp.
389-394.160. Li Q. Mechanics of damage and constitutive relationships for highstrength concretein triaxial compression / Q. Li, F. Ansari // J Eng Mech. – 1999. – № 125. – Pp. 1–10.161. Li Q. High-strength concrete in triaxial compression by different sizes ofspecimens / Q. Li, F. Ansari // ACI Mater J. – 2000. – № 97. – Pp.684-689.162. Long Y. Stress–strain relationship of concrete confined by rectangular steel tubeswith binding bars / Y.
Long, J. Cai // Journal of Constructional Steel Research. –2013. – № 88. – Pp.1-14.163. Lu X., Hsu C. Stress–strain relations of high-strength concrete under triaxialcompression / X. Lu, C. Hsu // J Mater Civil Eng. – 2007. – № 19(3). – Pp.261268.164164. Mander J. B. Theoretical Stress-Strain Model for Confined Concrete / J.B. Mander,M.J.N.
Priestley, R. Park // Journal of the Structural Division. ASCE, – V. 114,No. ST8. – Aug. 1988. – Pp. 1804-1825.165. Mills L.L., Zimmerman R.M. Compressive Strength of Plain Concrete UnderMultiaxial Loading Conditions / L.L. Mills, R.M. Zimmerman // ACI Journal. –1970. – Vol. 67. – № 10. – Pp. 802-807.166. Nakahara H. Analytical model for compressive behavior of concrete filled squaresteel tubular columns / H. Nakahara, K.
Sacino, E. Inai // Transaction of JapanConcrete Institute. – 1998. – Vol. 20. – Pp. 171-178.167. Newman J.B. Apparaturs for testing concrete under multiaxial states of stress /J.B. Newman // Maf. of Concrete Res. – 1974. – Vol. 26. – № 89.
– Pp. 229-238.168. Pivonka P., Lackner R., Mang H. Numerical analyses of concrete subjected totriaxial compressive loading. In: European congress on computational methods inapplied mechanics, Barcelona, 2000.169. Razvi S. Confinement model for high-strength concrete / S. Razvi, M. Saatcioglu //J Struct Eng. – 1999. – №125. – Pp. 281–289.170. Roik K. Wagenknect C.
Tragfähigkeit von aus Betonnierten Hohiprofil-stiitzen ausBustahl / K. Roik, R. Bergman, H. Bode // Tehn-wiss - 1975, Mon. 4.171. Schneider S.P. Axially Loaded Concrete-Filled Steel Tubes / S.P. Schneider //Journal of Structural Engineering, 1998. – Vol. 124, No 10. – Pp. 1795-1805.172. Sfer D. Study of the behavior of concrete under triaxial compression / D. Sfer,R.
Gettu, G. Etse // J Eng Mech. – 2002. – № 128. – Pp. 156-163.173. Sargin, M. Effects of Lateral Reinforcement upon the Strength and DeformationPropertiesofConcrete/M. Sargin,S. Ghosh,V. Handa//Magazine of Concrete Research. – 1971. – Vol 23. – №75-76. – Pp. 99-110.174. Sheikh S.A. and Uzumeri S.M. Analytical Model for Concrete Confinement inTied Columns, Journal of the Structural Division, ASCE. – V. 108, No. ST12. –Dec. 1982. – Pp. 2703-2722.165175. Stegbaur A. Comparison of stress-strain behavior of concrete and other materialsunder biaxial loading / A.
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