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£¨Ò»£©Ó¢ÓïÂÛÎÄ21. Tieding Guo, Houjun Kang, Lianhua Wang, Qijian Liu, Yueyu Zhao. Modal resonant dynamics of cables with a flexible support: a modulated diffraction problem. Mechanical Systems and Signal processing, 2018,106: 229¨C248 20.Yi Hui, Hou Jun Kang, Siu Seong Law, Zheng Qing Chen. Modeling and nonlinear dynamic analysis of cable-supported bridge with inclined main cables. Engineering Structures, 2018,156: 351¨C362 19. Hou Jun Kang, Tie Ding Guo, Yue Yu Zhao, Wen Bin Fu, Lian Hua Wang. Dynamic modeling and in-plane 1:1:1 internal resonance analysis of cable-stayed bridge. European Journal of Mechanics / A Solids. 2017,62£º94-10918. Minghong Qiu, Houjun Kang, Tieding Guo, Haiping Zhu. In-plane elastic buckling behaviors of circular tied cable-arch. International Journal of Structural Stability and Dynamics, 2017, 17(8): ** 17. Tieding Guo, Houjun Kang, Lianhua Wang, Yueyuhao. Cable dynamics under non-ideal support excitations: nonlinear dynamic interactions and asymptotic modelling, Journal of Sound and Vibration, 2016, 384 :253-27216. HouJun Kang, Weidong Xie, Tieding Guo. Modeling and parameteric analysis of arch bridge with transfer matrix method. Applied Mathematical Modelling. 2016, 40£º10578¨C**. Tieding Guo, Houjun Kang, Lianhua Wang, Yueyu Zhao. Cable¡¯ s non-planar coupled vibrations under asynchronous out-of-plane support motions: travelling wave effect. Archive of Applied Mechanics, 2016, 86(9):1647-166314. Tieding Guo, HouJun Kang, LianHua Wang. YueYu Zhao. Cable¡¯s mode interactions under vertical support motions: boundary resonant modulation. Nonlinear Dynamics, 2016, 84(3):1259-127913. Guo Tieding, Kang Houjun, Wang Lianhua, Zhao Yueyu. Triad mode resonant interactions in suspended cables. Science China: Physics, Mechanics & Astronomy, 2016, 59(3):1-1412. Guo Tieding, Kang Houjun, Wang Lianhua. A boundary modulation formulation for cable's non-planar coupled dynamics under out-of-plane support motion. Archive of Applied Mechanics, 2016, 86(4): 729-741.11. Kang H J, Zhao Y Y, Zhu H P. Linear and nonlinear dynamics of suspended cable considering bending stiffness. Journal of Vibration and Control, 2015, 21(8): 1487-1505.10. Zhuangpeng Yi, Lianhua Wang, Houjun Kang, Guangya Tu. Modal interaction activations and nonlinear dynamic response of shallow arch with both ends vertically elastically constrained for two-to-one internal resonance. Journal of Sound and Vibration. 2014,333(21): 5511¨C5524.9. Wei Wang, Wangchen Yan, Lu Deng, Houjun Kang. Dynamic Analysis of a Cable-Stayed Concrete-Filled Steel Tube Arch Bridge under Vehicle Loading. Journal of Bridge Engineering. 2014, **.8. Kang H J, Zhao Y Y, Zhu H P. Analytical and Experimental Dynamic Research on a New type of Cable-Arch Bridge. Journal of Constructional Steel Research. 2014, 101: 385-394.7. Wang Z Q, Kang H J, Sun C S, Zhao Y B, Yi Z P. Modeling and parameters analysis of in-plane dynamics of suspension bridge with transfer matrix method. Acta Mechanics, 2014, 225(12):3423-3435.6. Kang H J, Zhao Y Y, Zhu H P. In-plane non-linear dynamics of the stay cables. Nonlinear Dynamics. 2013, 73(3): 1385-1398.5. Kang H J, Zhao Y Y, Zhu H P. Static behavior of a new type of cable-arch bridge. Journal of Constructional Steel Research. 2013, 81: 1-10.4. Kang H J, Zhao Y Y, Zhu H P. Out of plane free virbation analysis of cable-arch structure. Journal of Sound and Vibration. 2013, 332(4): 907-921.3. Kang H J, Zhao Y Y, Zhu H P. Stability of cable-arch structure. Applied Mechanics and Materials, 2012, 204-208: 3061-3067 2. Kang H J, Zhao Y Y, Zhu H P. A New Loading Method for Inspection of Truss Arch Bridge. Proceeding of the Civionics Research Centre Inaugural Annual Conference, Sydney, Australia, 2010:67-741. Zhao Y Y, Kang H J. In-plane free vibration analysis of cable-arch structure. Journal of Sound and Vibration, 2008, 312(3): 363-379.
£¨¶þ£©ÖÐÎÄÂÛÎÄ38.²ÌÏòÑôËÕäìÑô¿µºñ¾ü¹¨Æ½Áõº£²¨ºú½¨»ª. ÎÞ±³Ë÷бÀ­ÇÅÊúÍä¸Õ¶ÈÆÀ¹ÀÄ£ÐÍÓë·½·¨Ñо¿. Õñ¶¯Óë³å»÷,Inpress37.¿µºñ¾ü£¬ËÕäìÑô£¬¹¨Æ½µÈ.Ư¸¡Ê½¶ÀËþбÀ­ÇÅÊúÍä¸Õ¶ÈÆÀ¹ÀµÄз½·¨. ºþÄÏ´óѧѧ±¨(×ÔÈ»¿Æѧ°æ), 2017,44(11):126-13436.¿µºñ¾ü£¬´ÔÔÆÔ¾£¬ËÕäìÑô.CFRPË÷бÀ­ÇŵÄË÷-dz¹°Ä£Ðͼ°ÃæÄÚ×ÔÓÉÕñ¶¯·ÖÎö. ¹ÌÌåÁ¦Ñ§Ñ§±¨,2017£¬Inpress35. ´ÔÔÆÔ¾£¬¿µºñ¾ü£¬¹ùÌú¶¡£¬ËÕäìÑô£¬½ðâùÐÂ. £Ã£Æ£Ò£ÐË÷бÀ­ÇÅÃæÄÚ×ÔÓÉÕñ¶¯µÄ¶àË÷ÁºÄ£Ðͼ°Ä£Ì¬·ÖÎö. ¶¯Á¦Ñ§Óë¿ØÖÆѧ±¨, 2017,15(6): 494-50434. ËÕäìÑô£¬¿µºñ¾ü£¬´ÔÔÆÔ¾£¬³Â½Ü·ò£¬ÁõÀû.²»Í¬Ð±À­Ë÷Ä£ÐͶԶàËþбÀ­ÇÅÁ¦Ñ§ÐÔÄܵÄÓ°Ïì.¹«Â·¹¤³Ì,2017,42(2):42-46.33. ׯ½ðÐÇ£¬¿µºñ¾ü£¬¹¨Æ½£¬ËÕäìÑô£¬Ê¯Á¢¾ý£¬½¯ÀöÖÒ.£Ã£Æ£Ò£ÐбÀ­Ë÷¶Ô¶àËþбÀ­ÇÅÕûÌå¸Õ¶ÈµÄÃô¸ÐÐÔÑо¿.¹«Â·¹¤³Ì,2017,42(2):47-51.32. Åӽܣ¬¿µºñ¾ü£¬ÍõÍí»ª£¬ËÕäìÑô£¬Ê¯Á¢¾ý£¬½¯ÀöÖÒ.¶àËþбÀ­ÇÅÖеĹ²ÕñģʽÑо¿.¹«Â·¹¤³Ì,2017,42(2):56-62.31. ÂÀ½¨¸ù£¬¿µºñ¾ü. ¿¼ÂÇÍäÇú¸Õ¶ÈбÀ­Ë÷ÃæÄÚÃæÍâÄÚ¹²Õñ·ÖÎö. Á¦Ñ§¼¾¿¯. 2016,37(3):572-58030. ÂÀ½¨¸ù£¬¿µºñ¾ü£¬ÕÔÔ¾Óî. ÁºÖ÷¹²ÕñÇéÐÎÏÂË÷Áº½á¹¹1±È1ÄÚ¹²Õñ·ÖÎö. ¼ÆËãÁ¦Ñ§Ñ§±¨£¬2016£¬33(1):45-50.29. ¿µºñ¾ü£¬½âά¶«£¬¹ùÌú¶¡.CFRPË÷бÀ­ÁºÃæÄÚ×ÔÓÉÕñ¶¯½¨Ä£¼°²ÎÊý·ÖÎö. ºþÄÏ´óѧѧ±¨(×ÔÈ»¿Æѧ°æ), 2016, 43(9):18-2528. ¿µºñ¾ü£¬¹ùÌú¶¡£¬ÕÔÔ¾Óî. ´ó¿ç¶ÈбÀ­ÇÅ·ÇÏßÐÔÕñ¶¯Ä£ÐÍÓëÀíÂÛÑо¿½øÕ¹. Á¦Ñ§Ñ§±¨, 2016, 48(3): 519-535.27. ¹ùÌú¶¡,¿µºñ¾ü,ÍõÁ¬»ª,ÕÔÔ¾Óî. ¹¤³ÌË÷½á¹¹¶¯Á¦Ñ§£º·ÇÏßÐÔ½¨Ä£Óë·ÖÎö. Á¦Ñ§Óëʵ¼ù. 2016£¬38(2): 119-12526. Ëï²âÊÀ,¿µºñ¾ü,ÕÔçò±ù,ÕÔÔ¾Óî. бÀ­Ë÷·ÇÏßÐÔÕñ¶¯ÌøÔ¾Àú³ÌÊÔÑéÑо¿. ¹ÌÌåÁ¦Ñ§Ñ§±¨. 2015. 2015(5):429-43525. ¿µºñ¾ü£¬Ò×׳Åô,ÔøÓÐÒÕ. ·ÇÀíÏë±ß½ç¹°µÄÃæÄÚʧÎÈģʽÓëÇüÇúºÉÔØ. ºþÄÏ´óѧѧ±¨(×ÔÈ»¿Æѧ°æ),2015,42(5): 58-64.24. Ëï²âÊÀ, ÍõÖ¾åº, ÕÔçò±ù,¿µºñ¾ü. Á½¶Ëˮƽ¼¤ÀøбÀ­Ë÷ÃæÄÚ·ÇÏßÐÔÕñ¶¯ÏìÓ¦. µØÕ𹤳ÌÓ빤³ÌÕñ¶¯, 2014, 34(6): 122-12623. ¿µºñ¾ü, ÕÔÔ¾Óî, ½âά¶«. Ç¿Æȼ¤ÀøÏÂCFRPбÀ­Ë÷ÃæÄÚ·Ö²æÌØÐÔ. ºþÄÏ´óѧѧ±¨(×ÔÈ»¿Æѧ°æ)£¬2014£¬41(9): 8-13.22. ÍõÖ¾åº,ÕÔçò±ù,Ëï²âÊÀ,¿µºñ¾ü. Ë÷-Áº×éºÏ½á¹¹µÄ½¨Ä£¼°ÃæÄÚ¶¯Á¦ÌØÐÔ·ÖÎö. ¹ÌÌåÁ¦Ñ§Ñ§±¨, 2014, 35£¨3£©£º308-312.21. ÎäÈÙ³É, ¿µºñ¾ü. ²ÎÊý¼¤ÀøÏÂ̼ÄÉÃ×гÕñÆ÷µÄ·ÇÏßÐÔÕñ¶¯Ñо¿. ¹¤³ÌÁ¦Ñ§, 2014, 31(4): 245-251.20. Ò×׳Åô, ¿µºñ¾ü, ÍõÁ¬»ª. µ¯ÐÔÖ§³Ådz¹°µÄ·ÇÏßÐÔ¶¯Á¦ÐÐΪ·ÖÎö. ¶¯Á¦Ñ§Óë¿ØÖÆѧ±¨,2013,11(2): 142-14819. ¿µºñ¾ü, ÕÔÔ¾Óî, ½¯ÀöÖÒ. ²ÎÇ¿¼¤Àøϳ¬³¤À­Ë÷µÄÃæÄÚ·ÇÏßÐÔÕñ¶¯.ÖÐÄÏ´óѧѧ±¨, 2011,42(8):2439-244618. Öܺ£±ø,¿µºñ¾ü,ÕÔÔ¾Óî.Ë÷-Áº×éºÏ½á¹¹ÃæÄÚ·ÇÏßÐÔÕñ¶¯ÊÔÑéÑо¿. ÖÐÍ⹫·, 2010, 30(2): 105-108.17. ¿µºñ¾ü, ÕÔÔ¾Óî. Ë÷Á¦¶ÔбÀ­Ë÷¶¯Á¦ÌØÐÔµÄÓ°Ïì. ¹¤³ÌÁ¦Ñ§, 2010, 27(6): 83-8816. Ò×׳Åô, ¿µºñ¾ü, ÍõÁ¬»ª. »ùÓÚKelvinÄ£Ð͵ÄÕ³µ¯ÐÔdz¹°µÄ¶¯Á¦Îȶ¨ÐÔ. ¶¯Á¦Ñ§Óë¿ØÖÆѧ±¨ , 2009, 7(3):212-21615. ÕÅ»Ô,¿µºñ¾ü. ¹¤³ÌÖÐË÷¹°½á¹¹µÄÑо¿½øÕ¹. ºþÄϽ»Í¨¿Æ¼¼,2009,35£¨1£©£º85- 90, 11714. ¿µºñ¾ü,ÕÔÔ¾Óî,ÍõÌÎ. ×èÄá¶ÔбÀ­Ë÷´ó·ùÕñ¶¯µÄÓ°Ïì. ºþÄÏ´óѧѧ±¨(×ÔÈ»¿Æѧ°æ), 2008, 35(12): 1-6.13. ¿µºñ¾ü, ÕÔÔ¾Óî, ÑîÏàÕ¹. ÍäбÀ­ÇÅÖÐÀ­Ë÷µÄÖ÷¹²ÕñÑо¿. ¹¤³ÌÁ¦Ñ§,2008, 25(11): 68-9112. ÕÔÔ¾Óî, ÍõÌÎ, ¿µºñ¾ü. бÀ­Ë÷Ö÷²ÎÊý¹²ÕñµÄÎȶ¨ÐÔ·ÖÎö. ¶¯Á¦Ñ§Óë¿ØÖÆѧ±¨, 2008, 6(2): 112-117.11. ÕÔÔ¾Óî, ÍõÌÎ, ¿µºñ¾ü. бÀ­ÇÅË«Ë÷ÓëÇÅÃæñîºÏµÄ·ÇÏßÐÔ²ÎÊýÕñ¶¯ÌØÐÔ·ÖÎö. ºþÄÏ´óѧѧ±¨(×ÔÈ»¿Æѧ°æ), 2008,35(10):1-510. ÕÅ»Ô,¿µºñ¾ü,ÕÔÔ¾Óî. ºá³Å¶Ô´ó¿ç¾¶Ð±À­¹°ÇÅÁ¦Ñ§ÐÔÄܵÄÓ°Ïì. ¹«Â·,2008,8: 33-379. ÕÔÔ¾Óî, ¿µºñ¾ü, ½¯ÀöÖÒ, ÍõÁ¬»ª. ¿¼ÂÇË«ÖØ·ÇÏßÐÔµÄË÷-¹°½á¹¹Á¦Ñ§ÐÔÄÜÑо¿. ÖÐÄÏ´óѧѧ±¨(×ÔÈ»¿Æѧ°æ), 2007, 38(1):148-153. 8. ¿µºñ¾ü, ÕÔÔ¾Óî,Öܺ£±ø, ÍõÁ¬»ª. Ïæ½­ËÄ´óÇÅÄ£ÐÍÊÔÑéµÄ¼ÓÔØ·½·¨Ñо¿. ºþÄÏ´óѧѧ±¨, 2007, 34(10): 25-30. 7. ¿µºñ¾ü, ÑîÏàÕ¹, ׿±ó. Á½×ùÐÂÐÍÇÅÁº-бÀ­¹°ÇŵĶԱÈÑо¿. ÖÐÍ⹫·, 2007, 27(2): 84-88.6. ÕÔÔ¾Óî, ÀîÓÀ¶¦, ÍõÁ¬»ª, ¿µºñ¾ü. ÐüË÷µÄ³¬Ð³²¨¹²ÕñÓë1:3ÄÚ¹²Õñ·ÖÎö. ¶¯Á¦Ñ§Óë¿ØÖÆѧ±¨, 2007, 5(2):112-1175. ¿µºñ¾ü, ÕÔÔ¾Óî, ÍõÁ¬»ª. бÀ­ÇÅÖÐÀ­Ë÷¶ÔÇÅÃ涯Á¦ÌØÐÔµÄÓ°Ïì. ¶¯Á¦Ñ§Óë¿ØÖÆѧ±¨, 2007, 5(1): 44-49.4. ÕÔÔ¾Óî, ¿µºñ¾ü, ·ëÈñ, ÀÍÎÄÈ«. ÇúÏßÁºÑо¿½øÕ¹. Á¦Ñ§½øÕ¹, 2006,36(2): 170-186. 3. ÕÔÔ¾Óî, ¿µºñ¾ü, ÍõÁ¬»ª, Öܺ£±ø. Ë÷-¹°½á¹¹ÃæÄÚÎȶ¨ÐÔÑо¿. ºþÄÏ´óѧѧ±¨(×ÔÈ»¿Æѧ°æ), 2006, 33(3): 1-5.2. ÕÔÔ¾Óî, ¿µºñ¾ü, Öܺ£±ø. бÀ­¹°ÇŽṹµÄ½¨Ä£Óë¾²Á¦·ÖÎö. ÖÐÄϹ«Â·¹¤³Ì, 2006, 31(4): 14-18.1. ¿µºñ¾ü, ÕÔÔ¾Óî, ÁõÌÚϲ. ¹°ÇŽṹÊÜÁ¦µÄÓÐÏÞÔª·¨¼ÆËã·ÖÎö. ¹ÌÌåÁ¦Ñ§Ñ§±¨, ¼ÆËãÁ¦Ñ§×¨¼­, 2003, 24: 209-213.

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