正在加载图片...
.1248, 北京科技大学学报 第30卷 [4]Liu Y Q.Steel Heat Treatment.Beijing:Metallurgical Industry [7]Yu N.Ji J W.Medium temperature internal friction of the Fe Press,1981,129 NbC alloys.Acta Metall Sin.2001.37(11):1169 (刘永铨.钢的热处理.北京:冶金工业出版社,1981:129) (于宁,戢景文FeNb℃合金中的中温内耗·金属学报,2001, [5]Qian K W.Li X Q.Xiao L G.et al.Dynamic strain aging phe- 37(11):1169) nomenon in metals and alloys.J Fuzhou Univ Nat Sci Ed, [8]Tkalcee I.Mari D.Benoit W.Correlation between internal fric- 2001,29(6):8 tion background and the concentration of carhon in solid solution in (钱匡武,李效琦,萧林钢,等.金属和合金中的动态应变时效现 a martensitic steel.Mater Sci Eng,2006.A442:471 象.福州大学学报:自然科学版,2001,29(6):8) [9]Blanter MS,Golovin IS,Neuhauser H.et al.Internal Friction [6]Zhao JZ,De A K.De Cooman B C.Kinetics of Cottrell atmo in Metallic Materials.Berlin:Springer-Verlag Berlin Heidel- sphere formation during strain aging of ultra-low carbon steels. berg.2007 Mater Lett,2000,44:374 (上接第1222页) 界影响的数值研究,同济大学学报:自然科学版,2003,31 [11]Wang M S.Pan D G.Zhou Xiyuan.Soil-structure interaction (7):757) analysis based on the soil lumped parameters model.JUni Sci [15]Pan D G.Lou M L.Dong C.Effect of vertical artificial bound- Technol Beijing.007.9(1):5 ary on seismic response of soil layer under traveling wave excita- (王满生,潘旦光,周锡元·基于集总参数模型的士结构动力 tions.Chin J Geotech Eng.2005.27(3):308 相互作用分析.北京科技大学学报,2007,29(1):5) (潘旦光,楼梦麟,董聪.土层地震行波反应分析中侧向人工 [12]Lou M L.Fan Y Q.Ye A J.Computation of site seismic re- 边界的影响.岩土工程学报,2005,27(3):308) sponse for Sutong Bridge in preliminary design phase.Disaster [16]Lysmer J.Udaka T,Tshi C F,et al.Flush.a computer pro- Prev Mitig Eng.2007.27(4):429 gram for approximate 3-D analysis of soil-structure interaction (楼梦麟,范么清,叶爱君,苏通大桥初设阶段主桥场地地震 problems//Report No.UCB/EERC 75-30.Berkeley:Univer- 反应计算.防灾减灾工程学报,2007,27(4):429) sity of California.1975 [13]Chopra A K.Dynamics of Structures:Theory and Applica- [17]Pan D G,Lou M L.Fan L C.Computational model for nonlin- tions to Earthquake Engineering.Printice-Hall New Jersey, ear seismic response analysis of soil site under multi-support exci- 1995 tations.J Tongji Univ Nat Sci.2002.30(12):1411 [14]Lou M L.Pan D G.Fan L C.Effect of Vertical Artificial (潘旦光,楼梦麟,范立础.多点输入下场地非线性地震反应 Boundary on Seismic Response of Soil Layer.J Tongji Univ Nat 分析计算模型.同济大学学报:自然科学版,2002,30(12): Sc,2003,31(7):757 1411) (楼梦麟,潘旦光,范立础.土层地震反应分析中侧向人工边[4] Liu Y Q.Steel Heat T reatment.Beijing:Metallurgical Industry Press‚1981:129 (刘永铨.钢的热处理.北京:冶金工业出版社‚1981:129) [5] Qian K W‚Li X Q‚Xiao L G‚et al.Dynamic strain aging phe￾nomenon in metals and alloys. J Fuz hou Univ Nat Sci Ed‚ 2001‚29(6):8 (钱匡武‚李效琦‚萧林钢‚等.金属和合金中的动态应变时效现 象.福州大学学报:自然科学版‚2001‚29(6):8) [6] Zhao J Z‚De A K‚De Cooman B C.Kinetics of Cottrell atmo￾sphere formation during strain aging of ultra-low carbon steels. Mater Lett‚2000‚44:374 [7] Yu N‚Ji J W.Medium temperature internal friction of the Fe￾Nb-C alloys.Acta Metall Sin‚2001‚37(11):1169 (于宁‚戢景文.Fe—Nb—C 合金中的中温内耗.金属学报‚2001‚ 37(11):1169) [8] Tkalcec I‚Mari D‚Benoit W.Correlation between internal fric￾tion background and the concentration of carbon in solid solution in a martensitic steel.Mater Sci Eng‚2006‚A442:471 [9] Blanter M S‚Golovin I S‚Neuhauser H‚et al.Internal Friction in Metallic Materials.Berlin:Springer-Verlag Berlin Heidel￾berg‚2007 (上接第1222页) [11] Wang M S‚Pan D G‚Zhou Xiyuan.Soi-l structure interaction analysis based on the soil lumped parameters model.J Univ Sci Technol Beijing‚2007‚29(1):5 (王满生‚潘旦光‚周锡元.基于集总参数模型的土—结构动力 相互作用分析.北京科技大学学报‚2007‚29(1):5) [12] Lou M L‚Fan Y Q‚Ye A J.Computation of site seismic re￾sponse for Sutong Bridge in preliminary design phase.J Disaster Prev Mitig Eng‚2007‚27(4):429 (楼梦麟‚范么清‚叶爱君.苏通大桥初设阶段主桥场地地震 反应计算.防灾减灾工程学报‚2007‚27(4):429) [13] Chopra A K.Dynamics of Structures:Theory and Applica￾tions to Earthquake Engineering.Printice-Hall New Jersey‚ 1995 [14] Lou M L‚Pan D G‚Fan L C.Effect of Vertical Artificial Boundary on Seismic Response of Soil Layer.J Tongji Univ Nat Sci‚2003‚31(7):757 (楼梦麟‚潘旦光‚范立础.土层地震反应分析中侧向人工边 界影响的数值研究.同济大学学报:自然科学版‚2003‚31 (7):757) [15] Pan D G‚Lou M L‚Dong C.Effect of vertical artificial bound￾ary on seismic response of soil layer under traveling wave excita￾tions.Chin J Geotech Eng‚2005‚27(3):308 (潘旦光‚楼梦麟‚董聪.土层地震行波反应分析中侧向人工 边界的影响.岩土工程学报‚2005‚27(3):308) [16] Lysmer J‚Udaka T‚Tshi C F‚et al.Flush‚a computer pro￾gram for approximate 3-D analysis of soi-l structure interaction problems∥ Report No.UCB/EERC 75-30.Berkeley:Univer￾sity of California‚1975 [17] Pan D G‚Lou M L‚Fan L C‚Computational model for nonlin￾ear seismic response analysis of soil site under mult-i support exci￾tations.J Tongji Univ Nat Sci‚2002‚30(12):1411 (潘旦光‚楼梦麟‚范立础.多点输入下场地非线性地震反应 分析计算模型.同济大学学报:自然科学版‚2002‚30(12): 1411) ·1248· 北 京 科 技 大 学 学 报 第30卷
<<向上翻页
©2008-现在 cucdc.com 高等教育资讯网 版权所有