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????? [1] DONG Chun-min,SUN-Jia ,LIAN-Jin.Bilateral Shear Strength of Rectangular Frame Column Based on Simplified Space Truss-arch Model[J]. Journal of Chongqing University English Edition, 9 (4),195-201, 2010.[2]¶­´ºÃô,ÃϺ£Æ½,Ëï¼Ñ¼Ñ.¾ØÐνØÃæ¿ò¼ÜÖùË«ÏòÊܼô³ÐÔØÁ¦¼ò»¯Ëã·¨[J] ÊÀ½çµØÕ𹤳Ì, 2(27) :179-184,2011.[3]¶­´ºÃô,ÝþÐÂÑÞ,Á¬èª.¿¼ÂǵØÕð×÷ÓþØÐνØÃæ¿ò¼ÜÖùË«ÏòÊܼô³ÐÔØÁ¦[J].¹¤Òµ½¨Öþ£¬41£¨454£©,26-29,2011.[4] Chunmin Dong, Kedong Guo,Jia Sun .A New Calculation Method for Cracking width of Beam With High Strength Rebar [J] Advanced Materials Research, 243(249) :415-418,2011.£¨EIÊÕ¼£¬¼ìË÷ºÅ£º**912£©[5]Dong Chunmin,Jin lian£¬Jia Sun.Bilateral shear strength of rectangular frame column with different stirrup on two principal axis[J].Advanced Materials Research,163(167),1728-1731,2011. £¨EIÊÕ¼£¬¼ìË÷ºÅ£º**435£©[6] Dong Chunmin,Ni Leping.A General Shear Strength Method for Reinforced Concrete Beams[C]. 2011 International Conference on Electric Technology and Civil Engineering, 17-20, 2011.£¨EIÊÕ¼£¬¼ìË÷ºÅ£º**077£©[7] Dong Chunmin,Lin Xinyan.Experiment research on shear strength of RC beams with high-strength stirrup[J]. Advances in Structural Engineering, 94£¨96£©119-122,2011.£¨EIÊÕ¼£¬¼ìË÷ºÅ£º**559£©[8] ¶­´ºÃô,¹ù¿É¶°.ÎÒ¹ú´óѧ½ÌÓýÓëѧÉú¾ÍÒµÎÊÌâ̽Îö[J] ÏÖ´úÉÌó¹¤Òµ, (3):136 ,2011.[9] ÕÅæÂ, ¶­´ºÃô,Àî¾².³µ¹ìÇÅÕñ¶¯ÏµÍ³´¹ÏòÄ£ÐͺͿռäÄ£Ð͵ıȽÏ[J]. ÉÂÎ÷Àí¹¤Ñ§ÔºÑ§±¨,26(3),46-51,2010. [10] ¶­´ºÃô,ÂÞÔ˾ü.¾ØÐνØÃæ¿ò¼ÜÖùË«ÏòÊܼô³ÐÔØÁ¦Ñо¿[J]. µÍν¨Öþ¼¼Êõ,33(10):31-33,2011.[11] ¶­´ºÃô,ÂÞÔ˾ü.¼ÆËã¾ØÐνØÃæ¿ò¼ÜÖùË«ÏòÊܼô³ÐÔØÁ¦±È½Ï[J]. ÉÂÎ÷Àí¹¤Ñ§ÔºÑ§±¨£¨×ÔÈ»¿Æѧ°æ£©, 27(3):25-29,2011.[12]¶­´ºÃô£¬Á¬èª.¾ØÐνØÃæ¿ò¼ÜÖùË«ÏòÊܼô³ÐÔØÁ¦¹«Ê½¿É¿¿ÐÔÖ¸±ê[J] ÉÂÎ÷Àí¹¤Ñ§ÔºÑ§±¨, 28(3) :37-41,2012.[13]¶­´ºÃô£¬Ìƺúµ¤.´Ó´óѧÉú¾ÍÒµÄÑ̸À©ÕÐ[J] ÏÖ´úÉÌó¹¤Òµ, (2): 137-138,2013.[14]Dong Chunmin, Guo Kedong. Experiment research on square columns reinforced by high strength wire mesh mortar[J].Advanced Materials Research, 671-674,409-412. (EI:**985)[15]¶­´ºÃô£¬ÖÜíµ.¾ØÐνØÃæ¿ò¼ÜÖùбÏòÊܼô³ÐÔØÁ¦Ñо¿[J] ½¨Öþ½á¹¹, 43(12): 43-46,2013.[16]¶­´ºÃô£¬ÖÜíµ.¾ØÐνØÃæ¿ò¼ÜÖùбÏòÊܼô³ÐÔØÁ¦¼ÆËãÄ£ÐÍ[J] ¹¤³ÌÁ¦Ñ§, 30(1): 242-247,2013. £¨EI£º**487£©[17]¶­´ºÃô£¬ÖÜíµ.бÏòÍù¸´Ë®Æ½ºÉÔØ×÷ÓÃϾØÐνØÃæ¿ò¼ÜÖù¿¹ÕðÐÔÄÜ[J] ÊÀ½çµØÕ𹤳Ì, 28(3) :65-69,2012.