唐雪松，男，1964年出生，教授，博士，博士后，土木與建筑學院力學系主任。
1988年8月參加工作，先后在原長沙交通學院機械工程系、路橋工程系、橋梁與結(jié)構(gòu)工程系等任教。2003年2月至2005年4月，在華東理工大學機械工程學院從事博士后研究工作。2009-2010年在美國里海大學(Lehigh University)作訪問學者。曾任長沙理工大學校第一屆學術(shù)委員會委員，長沙理工大學學報(自然科學版)第一屆編委會編委。湖南省青年骨干教師培養(yǎng)對象，湖南省普通高校學科帶頭人培養(yǎng)對象?，F(xiàn)為湖南省力學學會常務(wù)理事，湖南省新世紀121人才工程第二層次人選，《力學與實踐》雜志第九屆編委，多家國際與國內(nèi)學術(shù)期刊的審稿人，國家自然科學基金項目通信評審專家等。
在國內(nèi)外發(fā)表學術(shù)論文100多篇，出版學術(shù)專著一部，主編教材一部，譯著一部。
一、 教育背景
1985年7月本科畢業(yè)于上海交通大學船舶及海洋工程系，獲工學學士學位。
1988年7月研究生畢業(yè)于交通部上海船舶運輸科學研究所船舶結(jié)構(gòu)力學專業(yè)，獲工學碩士學位。
2001年7 月研究生畢業(yè)于北京航空航天大學固體力學專業(yè)，獲工學博士學位。
二、 目前研究領(lǐng)域或主要研究方向
目前研究領(lǐng)域包括工程力學與土木工程。
主要研究方向包括多尺度斷裂力學理論及工程應(yīng)用、連續(xù)損傷力學及工程應(yīng)用、橋梁結(jié)構(gòu)損傷識別與安全評定等。
三、 已完成或已在承擔的主要課題
主持完成
國家
博士后自然科學基金課題
1項，主持完成湖南省自然科學基金課題2項，主持完成教育部博士點基金課題1項。目前參加國家973項目1項，參加國家自然科學基金面上項目2項。
四、 已出版的主要著作
[1] 唐雪松, 鄭健龍, 蔣持平. 連續(xù)損傷理論與應(yīng)用(學術(shù)專著). 北京: 人民交通出版社, 2006.
[2] 肖勇剛, 唐雪松(主編). 結(jié)構(gòu)力學(教材). 北京: 人民交通出版社, 2012.
[3] 唐雪松. 斷裂力學與損傷力學中若干問題的研究[R]. 博士后出站報告, 上海: 華東理工大學, 2005.
[4] 薛昌明著, 唐雪松譯. 與非平衡問題相關(guān)的尺度效應(yīng): 場與微粒(譯著)[J]. 力學進展, 2004, 34(2): 145-170.
[5] 唐雪松. 損傷力學的熱力學理論研究及工程應(yīng)用[D]. 博士學位論文，北京: 北京航空航天大學, 2001年7月. (北京航空航天大學優(yōu)秀博士論文)
五、 已發(fā)表的學術(shù)論文
[6] X. S. Tang, X. L. Peng. An energy density zone model for fatigue life prediction accounting for non-equilibrium and non-homogeneity effects. Theoretical and Applied Fracture Mechanics, 2015, http://dx.doi.org/10.1016/j.tafmec.2015.05.011. (SCI/EI)
[7] Chen Minwei, Li Min, Tang Xuesong. Moving line crack accompanied with a damage zone subjected the remote tensile loading. Applied Mathematics and Mechanics, 2015, 36(9): 1213-1222. (SCI/EI)
[8] 魏天添, 唐雪松. 耦合宏微觀效應(yīng)的約束應(yīng)力區(qū)疲勞裂紋模型的求解與應(yīng)用. 機械強度, 2015, 已錄用. (EI)
[9] 唐雪松，李欣然，魏天添. 低合金超高強度鋼跨尺度疲勞失效行為的分析. 長沙理工大學學報(自然科學版), 2015, 12(1): 79-84..
[10] T. T. Wei, X. S. Tang. Trans-scale analysis approach of fatigue crack behavior for aluminum alloy LC4 plate. Applied Mechanics and Materials, 2015, 750: 51-58. (EI)
[11] 方石劍, 唐雪松, 李欣然. 基于ANSYS對鋼筋混凝土梁破壞過程的數(shù)值模擬研究. 公路與汽運, 2015, (3): 185-187.
[12] 高常輝, 唐雪松. I型裂紋尖端約束應(yīng)力區(qū)模型及其解析解. 應(yīng)用力學學報, 2014, 31(6): 883-888.
[13] 唐雪松, 陳旻煒, 高常輝. 裂尖具線性分布約束應(yīng)力的運動裂紋模型及其解析解. 振動與沖擊, 2015, 34(3): 183-187. (EI).
[14] X. S. Tang, T. T. Wei. Microscopic inhomogeneity coupled with macroscopic homogeneity: A localized zone of energy density for fatigue crack growth. International Journal of Fatigue, 2015, 70: 270-277. (SCI/EI)
[15] Tang XueSong. Scatter of fatigue data owing to material microscopic effects. Sci
China
Phys Mech Astron, 2014, 57(1): 90-97. (SCI)
[16] X. S. Tang, C. H. Gao. Macro-micro dual scale crack model linked by a restraining stress zone with a linear distribution. Theoretical and Applied Fracture Mechanics, 2014, 71: 31-43. (SCI/EI)
[17] 唐雪松, 魏天添. 材料損傷的約束應(yīng)力區(qū)裂紋模型與求解. 長沙理工大學學報(自然科學版), 2014, 11(2): 32-36.
[18] 鄧小紅, 唐雪松, 蔡耀. 大跨連續(xù)剛構(gòu)橋長期下?lián)嫌绊懸蛩胤治雠c防治措施. 公路與汽運, 2014, (3): 180-183.
[19] 蔡耀, 唐雪松, 鄧小紅. 考慮樁土耦合效應(yīng)的大跨矮墩連續(xù)剛構(gòu)橋施工過程受力分析. 公路與汽運, 2014, (2): 174-176.
[20] 高常輝, 唐雪松. 裂紋表面線性分布力作用下I型應(yīng)力強度因子的解析解. 長沙理工大學學報(自然科學版), 2013, 10(3): 44-48.
[21] Changhui Gao, Xuesong Tang, Minwei Chen. Fracture behavior of aircraft fuselage materials under thermal / mechanical loadings for mode I crack. Advanced Materials Research, 2013, 651: 396-400. (EI)
[22] 譚金祥, 唐雪松, 朱文剛. 交通荷載下橋面鋪裝損傷演化的數(shù)值分析. 公路與汽運, 2013, (2): 151-155.
[23] 陳星燁, 唐雪松. 均勻熱流下導(dǎo)熱裂紋II型溫度應(yīng)力強度因子的解析解. 工程力學, 2012, 29(12): 34-39. (EI)
[24] 胡浩, 歐麗, 唐雪松. 推導(dǎo)加速度合成公式的“牽連點跟蹤法”. 力學與實踐, 2012, 34(5): 66-68.
[25] 胡浩, 歐麗, 唐雪松. 卡氏定理教學中的“函數(shù)法”. 力學與實踐, 2012, 34(2): 64-65.
[26] 唐雪松, 趙小鵬. 疲勞裂紋擴展行為的跨尺度分析方法. 工程力學, 2012, 29(10): 20-26. (EI)
[27] 陳星燁, 唐雪松. 均勻熱流作用下含裂紋板I型溫度應(yīng)力強度因子的解析解. 工程力學, 2012, 29(2): 39-44. (EI)
[28] 張寅濤, 唐雪松, 陳星燁. 矮塔斜拉橋施工狀態(tài)下結(jié)構(gòu)損傷識別研究. 交通科學與工程, 2012, 28(1): 46-51.
[29] 朱文綱, 喻小明, 唐雪松. 應(yīng)變莫爾圓的復(fù)數(shù)解答[J]. 力學與實踐, 2012, 34(4): 70-72.
[30] Xuesong Tang, Xingye Chen, Fan Geng. Elasto-plastic dynamic time response and damage evaluation of a part cable-stayed bridge under severe earthquake. In: S.T. Tu, Z.D. Wang & G.C. Sih (Eds.), ISSI 2012 - From Failure to Better Design, Manufacture and Construction. Shanghai: East China University of Science and Technology Press, 2012, pp335-341. (ISTP)
[31] 陳星燁, 耿帆, 唐雪松. 多跨矮塔斜拉橋合攏工藝對結(jié)構(gòu)成橋狀態(tài)影響研究. 長沙理工大學學報(自然科學版), 2011, 8(4): 45-51.
[32] 唐雪松. 宏微觀雙尺度運動裂紋模型面內(nèi)拉伸下的解析解. 振動與沖擊, 2011, 30(3): 100-108. (EI)
[33] Xuesong Tang, Xiaobo Zhang. The unified model of fatigue crack growth from micro- to macro-scale and its engineering application. In: Shan-Tung Tu, Zhengdong Wang, George C. Sih (eds.), Structural Integrity in Nuclear Engineering, pp167-174. Shanghai:
East
China
University
of Science and Technology Press, 2011. (ISTP)
[34] Chen Xingye, Tang Xuesong. Pushover analysis and dynamic response under earthquake for a continuous rigid frame bridge. In: Advances in Structural Engineering (2011 International Conference on Civil Engineering and Transportation). (EI)
[35] C.X. Li, X.S. Tang, G.B. Xiang. Fatigue crack growth of cable steel wires in a suspension bridge: Multiscaling and mesoscopic fracture mechanics. Theoretical and Applied Fracture Mechanics, 2010, 53(2): 113-126. (SCI/EI)
[36] Bing ZHAO, Ying-ren ZHENG, Ming-hua ZENG, Xue-song TANG, Xiao-gang LI. First-order gradient damage theory. Applied Mathematics and Mechanics, 2010, 31(8): 987-994. (SCI)
[37] 陳星燁, 唐雪松, 趙冰. 改進的MPA法用于連續(xù)剛構(gòu)橋的抗震性能分析. 振動與沖擊, 2010, 29(12): 93-96. (EI)
[38] 唐雪松, 譚珂, 陳星燁. 斜拉橋結(jié)構(gòu)施工狀態(tài)下連續(xù)小波變換損傷識別方法. 長沙理工大學學報, 2010, 7(1): 31-38.
[39] 鄧旭華, 唐雪松. 基于模態(tài)應(yīng)變能和BP神經(jīng)網(wǎng)絡(luò)的混凝土框架結(jié)構(gòu)損傷識別研究. 交通科學與工程, 2010, 26(2): 53-58.
[40] X.S. Tang. Chapter 12, Mode I fracture behavior of titanium alloy TC
6 in
comparison with steel and aluminum alloys under thermal/mechanical loading: in-plane tension case. In: Pedro N. Sanchez (ed.), Titanium Alloys: Preparation, Properties and Applications,
New York
: Nova Science Publishers, 2010, pp441-471. (ISBN: 978-1-60876-151-7)
[41] X.S. Tang. Chapter 7, Mode II fracture behavior of titanium alloy TC
6 in
comparison with steel and aluminum alloys under thermal/mechanical loading: in-plane shear case. In: Pedro N. Sanchez (ed.), Titanium Alloys: Preparation, Properties and Applications,
New York
: Nova Science Publishers, 2010, pp319-362. (ISBN: 978-1-60876-151-7)
[42] Deng Xuhua, Tang Xuesong. Two-step damage identification approach for a multi-layer concrete frame structure based on wavelet analysis and BP neural network. In: S. T. Tu, Z.D. Wang, G.C. Sih (eds.), Structural integrity and materials ageing in extreme conditions (Proceedings of 2010 International Symposium on Structural Integrity).
Shanghai
:
East
China
University
of Science and Technology Press, 2010, pp199-204. (ISTP).
[43] 謝皓, 唐雪松. 模擬混凝土路面板脫空的損傷力學. 山西建筑, 2009, (25): 3-4.
[44] 南勇, 唐雪松. 變截面高橋墩的穩(wěn)定性計算. 公路與汽運, 2009, (5): 116-118.
[45] Xingye Chen, Xuesong Tang. Pushover analysis and application for a continuous rigid frame bridge by considering high order vibrational modes. In: G.C. Sih, S.T. Tu, Z.D. Wang (eds.), Evaluation, Inspection and Monitoring of Structural Integrity, East China University of Science and Technology Press, 2008, pp501-505. (ISTP)
[46] X. S. Tang. Mechanical/thermal stress intensification for mode I crack tip: fracture initiation behavior of steel, aluminum and titanium alloys. Theoretical and Applied Fracture Mechanics, 2008, 50(2): 92-104. (Sci/Ei)
[47] X. S. Tang. Mechanical/thermal stress intensification for mode II crack tip: fracture initiation behavior of steel, aluminum and titanium alloys. Theoretical and Applied Fracture Mechanics, 2008, 50(2): 105-123. (Sci/Ei)
[48] G. C. Sih, X. S. Tang. Micro/Macro crack growth due to creep-fatigue dependency on time-temperature material behavior. Theoretical and Applied Fracture Mechanics, 2008, 50(1): 9-22. (Sci/Ei)
[49] G. C. Sih, X. S. Tang, K. M. Mahmoud, M. K. Kassir. Effect of crack shape and size on estimating the fracture strength and crack growth fatigue life of bridge cable steel wires [J]. Bridge Structures, 2008, 4(1): 3-13.
[50] G.C. Sih, X. S. Tang, Z.X. Li, A.Q. Li, K.K. Tang (湯可可). Fatigue crack growth behavior of cables and steel wires for the cable-stayed portion of Runyang bridge: Disproportionate loosening and/or tightening of cables. Theoretical and Applied Fracture Mechanics, 2008, 49(1): 1-25. (Sci/Ei)
[51] G. C. Sih, X. S. Tang. Fatigue crack growth rate of cable-stayed portion of
Runyang
Bridge
: Part II – steel wire crack growth due to disproportionate cable tightening/loosening and traffic Loading. In: G. C. Sih (ed.), Multiscale Fatigue Crack Initiation and Propagation of Engineering Materials: Structural Integrity and Microstructural Worthiness, pp249-274, 2008, Springer, The Netherlands.
[52] G. C. Sih, X. S. Tang . Fatigue crack growth rate of cable-stayed portion of Runyang Bridge: Part I – cable crack growth due to disproportionate cable tightening/loosening and traffic loading. In: G. C. Sih (ed.), Multiscale Fatigue Crack Initiation and Propagation of Engineering Materials: Structural Integrity and Microstructural Worthiness, pp209-247, 2008, Springer, The Netherlands.
[53] G. C. Sih, X. S. Tang. Macro-, Meso- and Micro-Damage Model Based on Singularity Representation for Anti-Plane Deformation. In: E. E. Gdoutos (ed.), Fracture of Nano and Engineering Materials and Structures, Proceedings of the 16th European Conference of Fracture, pp723-724, 2008, Springer, The Netherlands.
[54] 陳星燁, 劉文浩, 唐雪松. 連續(xù)剛構(gòu)橋的Pushover分析與應(yīng)用. 中南大學學報(自然科學版), 2008, 39(1): 202-208. (EI)
[55] 周雁群, 唐雪松. 鋼筋混凝土拱結(jié)構(gòu)靜荷載作用下的非線性行為分析. 科技信息, 2008, (16): 345-346.
[56] 李兆, 唐雪松, 陳星燁. 基于曲率模態(tài)和神經(jīng)網(wǎng)絡(luò)的分步損傷識別法及其在橋梁結(jié)構(gòu)中的應(yīng)用. 長沙理工大學學報(自然科學版), 2008, 5(2): 32-37.
[57] 李傳習, 曾天寶, 唐雪松. 圓弧拱的平面屈曲分析. 公路與汽運, 2008, (6): 109-112.
[58] Zhao Li, Xuesong Tang, Xingye Chen. Damage identification for concrete continuous rigid frame bridge based on curvature mode and BP neural network [C]. In: G. C. Sih, S. T. Tu, Z. D. Wang (eds.), Integrated Approaches for Materials and Structural Safety.
Shanghai
:
East
China
University
of Science and Technology Press, 2007, pp57-62. (ISTP)
[59] Xingye Chen, Zhao Li, Xuesong Tang. Nonlinear response analysis for cable-stayed bridge by considering girder-tower coupling effect under earthquake excitation [C]. In: G. C. Sih, S. T. Tu, Z. D. Wang (eds.), Integrated Approaches for Materials and Structural Safety.
Shanghai
:
East
China
University
of Science and Technology Press, 2007, pp181-186. (ISTP)
[60] G. C. Sih, X. S. Tang. Random property of micro/macro fatigue crack growth behavior predicted from energy density amplitude range [J]. Theoretical and Applied Fracture Mechanics, 2007, 48(2): 97-111. (Sci/Ei)
[61] 唐雪松, 薛昌明. 宏觀面內(nèi)剪切作用下多尺度裂紋模型的耦合閉合解. 長沙理工大學學報(自然科學版), 2007, 4(3): 58-64.
[62] G. C. Sih, X. S. Tang. Form-invariant representation of fatigue crack growth rate enabling linearization of multiscale data [J]. Theoretical and Applied Fracture Mechanics, 2007, 47(1): 1-14. (Sci/Ei)
[63] 唐雪松. 含中心裂紋正交各向異性板均勻熱流作用下的溫度場解析解. 工程力學, 2007, 24(3): 28-33. (Ei)
[64] X. S. Tang, G. C. Sih. Mode II segmented crack model: macro/skew-symmetry, micro/anti-symmetry and dislocation/skew-symmetry [C]. In: G. C. Sih (ed.), Multiscaling in Molecular and Continuum Mechanics: Interaction of Time and Size from Macro to Nano. Springer,
Dordrecht
, The
Netherlands
, 2006. (ISBN: 978-1-4020-5061-9)
[65] G. C. Sih, X. S. Tang. Mode I segmented crack model: macro/symmetry, micro/anti-symmetry and dislocation/skew-symmetry [C]. In: G. C. Sih (ed.), Multiscaling in Molecular and Continuum Mechanics: Interaction of Time and Size from Macro to Nano. Springer,
Dordrecht
, The
Netherlands
, 2006. (ISBN: 978-1-4020-5061-9)
[66] G. C. Sih, X. S. Tang. Exploration of multiscaling related to crack velocity behavior with temperature change under fatigue and creep [C]. In: G. C. Sih, S. T. Tu, Z. D. Wang (eds.), Multiscaling associated with structural and material integrity under elevated temperature.
Shanghai
:
East
China
University
of Science and Technology Press, 2006, pp1-16. (ISTP)
[67] X. S. Tang, G. C. Sih. Evaluation of microstructural parameters for micro/ macro-line crack damage model [J]. Theoretical and Applied Fracture Mechanics, 2006, 46(3): 175-201. (Sci/Ei)
[68] G. C. Sih, X. S. Tang. Simultaneous occurrence of double micro/macro stress singularities for multiscale crack model [J]. Theoretical and Applied Fracture Mechanics, 2006, 46(2): 87-104. (Sci/Ei)
[69] G. C. Sih, X. S. Tang. Asymptotic micro-stress field dependency on mixed boundary conditions dictated by micro-structural asymmetry; Mode I macro-stress loading [J]. Theoretical and Applied Fracture Mechanics, 2006, 46(1): 1-14. (Sci/Ei)
[70] 熊邵輝, 唐雪松. 含缺口金屬構(gòu)件的中高周疲勞壽命預(yù)測[J]. 長沙理工大學學報(自然科學版), 2006, 3(4): 54-58.
[71] 劉彬, 李傳習, 唐雪松. 鋼筋混凝土簡支梁結(jié)構(gòu)破壞過程的損傷模型與數(shù)值模擬[J]. 長沙理工大學學報, 2006, 3(4): 28-32.
[72] 周雁群, 唐雪松. 鋼筋混凝土拱結(jié)構(gòu)破壞過程中損傷場的分布與演化[J]. 長沙交通學院學報, 2006, 22(3): 30-34.
[73] 唐雪松, 張建仁, 李傳習, 徐飛鴻, 潘軍. 基于損傷理論的鋼筋混凝土拱結(jié)構(gòu)破壞過程的數(shù)值模擬[J]. 工程力學，2006, 23(2): 115-125. (Ei)
[74] X. S. Tang, G. C. Sih. Combine emission of edge and screw dislocations from micro-crack caused by residual stresses in and out-of the plane [C]. In: G. C. Sih, S. T. Tu, Z. D. Wang (eds.), FM2005 – Multiscale Damage Related to Environment Assisted Cracking.
Shanghai
: ECUST Press, 2005, pp51-57. (ISTP)
[75] X. S. Tang, G. C. Sih. Edge dislocations generated from a microcrack under initial residual stress of non-uniform distribution [J]. Theoretical and Applied Fracture Mechanics, 2005, 44(3): 208-233. (Sci/Ei)
[76] G. C. Sih, X. S. Tang. Triple scale segmentation of non-equilibrium system simulated by macro-micro-atomic line model with mesoscopic transitions [J]. Theoretical and Applied Fracture Mechanics, 2005, 44(2): 116-145. (Sci/Ei)
[77] X. S. Tang, G. C. Sih. Equilibrium mechanics model of multiscaling by segmentation: asymptotic solution for macro-meso-micro damage in anti-plane shear deformation [J]. Theoretical and Applied Fracture Mechanics, 2005, 44(1): 1-15. (Sci/Ei)
[78] G. C. Sih, X. S. Tang. Screw dislocations generated from crack tip of self-consistent and self-equilibrated systems of residual stresses: atomic, meso and micro [J]. Theoretical and Applied Fracture Mechanics, 2005, 43(3): 261-307. (Sci/Ei)
[79] G. C. Sih, X. S. Tang. Scaling of volume energy density function reflecting damage by singularities at macro-, meso- and micro-scopic level [J]. Theoretical and Applied Fracture Mechanics, 2005, 43(2): 211-231. (Sci/Ei)
[80] X. S. Tang, G. C. Sih. Weak and strong singularities reflecting multiscale damage: micro-boundary conditions for free-free, fixed-fixed and free-fixed constraints [J]. Theoretical and Applied Fracture Mechanics, 2005, 43(1): 5-62. (Sci/Ei)
[81] X. S. Tang, J. R. Zhang, C. X. Li, F. H. Xu, J. Pan. Damage analysis and numerical simulation for failure process of a reinforced concrete arch structure [J]. Computers and Structures, 2005, 83(31-32): 2609-2631. (Sci/Ei)
[82] 唐雪松. 利用焦耳效應(yīng)提高含裂紋金屬構(gòu)件抗裂性能問題的研究[J]. 固體力學學報, 2005, 26(1): 87-91.
[83] G. C. Sih, X. S. Tang. Multiscaling damage model associated with weak and strong singularities for macrocrack-mesozone-micronotch defect [C]. In: China-US Workshop on Multi-scale Model-Based Simulation in mechanics and Materials Engineering, Dalian University of technology, Dalian, China, September 3-5, 2004.
[84] G. C. Sih, X. S. Tang. Simultaneity of multiscaling for macro-meso-micro damage model represented by strong singularities [J]. Theoretical and applied fracture mechanics, 2004, 42(3): 199-225. (Sci/Ei)
[85] X. S. Tang, G. C. Sih. Kinetics of microcrack blunting ahead of macrocrack approaching shear wave speed [J]. Theoretical and applied fracture mechanics, 2004, 42(2): 99-130. (Sci/Ei)
[86] G. C. Sih, X. S. Tang. Dual scaling damage model associated with weak singularity for macro-scopic crack possessing a micro-/meso-scopic notch tip [J]. Theoretical and applied fracture mechanics, 2004, 42(1): 1-24. (Sci/Ei)
[87] G. C. Sih, X. S. Tang. Singularity representation of multiscale damage due to inhomogeneity with mesomechanics consideration [C]. In: G. C. Sih, Th. Kermanidis, Sp Pantelakis (Eds.), Multiscaling in Applied Science and Emerging Technology: Fundamentals and Applications in Mesomechanics (Proc. 6-th International Conference for Mesomechanics), Sarantidis Publications, Patras, Greece, 2004, pp1-15. (ISBN 960-88104-0-X). (Ei)
[88] 唐雪松, 鄭健龍. 瀝青路面反射裂縫問題的損傷力學守恒積分[J]. 應(yīng)用力學學報，2004, 21(2): 91-94. (Ei)
[89] X. S. Tang. Healing of a crack in a thin metal plate by application of electrothermal effect [C]. In: G.C. Sih, S.T. Tu and Z.D. Wang (eds.), FM2003 - Structural Integrity and Materials Aging: Fracture Mechanics and Application,
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: East China University of Science and Technology Press, 2003, pp287-296. (ISTP)
[90] Tang X.S., Jiang C.P., Zheng J.L. Anisotropic elastic constitutive relations for damaged materials by application of irreversible thermodynamics [J]. Theoretical and Applied Fracture Mechanics, 2002, 38(3): 211-220. (Sci/Ei).
[91] Tang Xue-Song, Jiang Chi-Ping, Zheng Jian-Long. Damage theories based on irreversible thermodynamics for various damaged materials [C]. In: Chien Wei-zang (ed.), Proceedings of the 4th International Conference on Nonlinear Mechanics.
Shanghai
: Shanghai University Press, 2002, pp339-344. (ISTP)
[92] 唐雪松, 楊繼運, 蔣持平, 張行. 軸對稱構(gòu)件疲勞壽命預(yù)測的損傷力學―附加載荷―有限元法[J]. 航空學報，2002, 23(2): 97-101. (Ei)
[93] 唐雪松, 蔣持平, 鄭健龍. 考慮溫度效應(yīng)的彈性損傷一般理論[J]. 應(yīng)用力學學報，2002, 19(1): 1-4. (Ei)
[94] Tang Xue-song, Jiang Chi-ping, Zheng Jian-long. General expressions of constitutive equations for isotropic elastic damaged materials [J]. Appl. Math. Mech., 2001, 22(12): 1468-1475. (中文版: 唐雪松, 蔣持平, 鄭健龍. 各向同性彈性損傷本構(gòu)方程的一般形式[J]. 應(yīng)用數(shù)學與力學，2001, 22(12): 1317-1323). (Sci)
[95] 唐雪松, 蔣持平, 鄭健龍. 粘彈性各向同性損傷本構(gòu)關(guān)系的熱力學研究[J]. 固體力學學報, 2001, 22(計算力學專集): 170-173.
[96] 唐雪松, 蔣持平, 鄭健龍. 粘彈性各向同性損傷材料的本構(gòu)關(guān)系[C]. 見: 北京力學會第七屆學術(shù)年會論文集. 北京, 2001.
[97] 唐雪松，蔣持平，鄭健龍. 彈性損傷的一般理論[J]. 北京航空航天大學學報, 2001, 27(1): 69-72. (Ei)
[98] 唐雪松, 蔣持平, 鄭健龍. 瀝青混合料疲勞過程的損傷力學分析[J]. 應(yīng)用力學學報, 2000, 17(4): 92-98. (Ei)
[99] 唐雪松, 蔣持平, 鄭健龍. 各向異性彈性損傷本構(gòu)方程的一般形式[C]. 見: 白以龍, 楊衛(wèi)(主編), 力學2000. 北京: 氣象出版社, 2000, pp369-370.
[100] 唐雪松, 鄭健龍, 蔣持平. 傳統(tǒng)疲勞經(jīng)驗公式的損傷力學解釋[J]. 長沙交通學院學報, 2000, 16(2): 1-4.
[101] 唐雪松, 蔣持平, 鄭健龍. 彈性損傷材料的應(yīng)力―應(yīng)變關(guān)系與損傷演化方程[J]. 長沙交通學院學報, 1999, 15(4): 8-14.
[102] 唐雪松. 一種新的判別位移法基本未知量的方法[J]. 力學與實踐, 1999, 21(2): 71-72.
[103] 唐雪松. 新編結(jié)構(gòu)力學基本理論體系框架的構(gòu)想[J]. 交通高教研究, 1998, No.1, 50-51.
[104] 唐雪松. 汽車行駛平順性的計算機模擬計算[J]. 中南汽車運輸, 1996, No.3, 8-14.
[105] 唐雪松. 結(jié)構(gòu)力學課程教學體系改革[J]. 交通高教研究, 1996, No.1, 34-35.
[106] 唐雪松. 隨機波浪荷載下燈塔結(jié)構(gòu)的動力分析[C]. 見: 張湘?zhèn)?/span>(主編), 跨世紀人才論中國交通(’95全國交通運輸領(lǐng)域青年學術(shù)大會論文集), pp728-732. 重慶: 重慶大學出版社, 1995.
[107] 唐雪松, 惲偉君. 一種新的求解有陰尼結(jié)構(gòu)動態(tài)響應(yīng)的實模態(tài)分析算法[J]. 振動與沖擊, 1991, No.3, 7-13.
[108] 唐雪松. 模態(tài)陰尼不解耦時的處理方法及其收斂性的證明[J]. 長沙交通學院學報, 1990, 6(1): 26-35.
[109] 唐雪松. 模態(tài)綜合理論的重大進展—模態(tài)綜合超單元法簡介[J]. 科技情報, 1990, 4(4): 33-35.
[110] 唐雪松, 羅友喬. 增壓柴油機上的激勵力和結(jié)構(gòu)響應(yīng)的特性[J]. 科技情報, 1989, 3(9): 9-17.
[111] 唐雪松, 羅友喬. 大負荷柴油機結(jié)構(gòu)的動態(tài)響應(yīng)[J]. 科技情報, 1989, 3(9): 24-32.
[112] 姚尹雄, 唐雪松. ADCRAS數(shù)據(jù)采集系統(tǒng)[J]. 科技情報, 1989, 3(5): 14-16
[113] 唐雪松, 惲偉君. 結(jié)構(gòu)系統(tǒng)動態(tài)響應(yīng)計算的模態(tài)綜合加速度法[J]. 交通部上海船舶運輸科學研究所學報, 1988, No.1, 15-21.
[114] Yun W.J., Tang X.S. Modal synthesis acceleration method (MSAM) for dynamic response calculation of the structure system[C]. In: Proceedings of the 6th International Modal Analysis Conference, Vol. II, pp1149-1153. February 1-4, 1988,
Florida
,
USA
.
六、 所獲學術(shù)榮譽及學術(shù)影響
1．“混凝土橋梁施工期和使用期安全控制的關(guān)鍵技術(shù)”，2006年度國家科技進步二等獎，排名4。
2. “高等級公路瀝青路面抗疲勞破壞的措施與方法研究”，2004年度湖南省科技進步二等獎，排名2。
3. “既有鋼筋混凝土橋梁時變可靠度分析與承載力測評研究”，2004年度湖南省科技進步二等獎，排名7。
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