[1] 侯颖、霍达、腾海文,等. 半刚性节点钢框架侧移限值的可靠性分析[J],工业建筑,2009,39:592-594.
HOU Ying, HOU Da, TENG Haiweng, et al. Reliability analysis of semirigid steel frames based on peak displacement limits [J]. Industrial Building, 2009, 39: 592-594.
[2] RAUL Z, DAN D. Stiffness of joints in bolt connected coldformed steel trusses [J]. Journal of Constructional Steel Research, 2006, 62(3): 240-249.
[3] 陈爱国,顾强,苏明周,等. 腹板双角钢梁柱连接循环荷载实验研究[J].建筑结构学报,2003,24(6):31-35.
CHENG Aiguo, GU Qiang, SU Mingzhou, et al, Cyclic behavior of double angle beamtocolumn connections[J]. Journal of Building Structures, 2003,24(6):31-35.
[4] ALFONSAS D,KESTUTIS U. Analysis of the steel frames with the semirigid beamtobeam and beamtocolumn knee joints under bending and axial forces [J] Engineering Structures, 2008,30(11): 3114-3118.
[5] 顾正维,孙炳南,潘海勤.不同排列伸展螺栓端板半刚性节点的三维非线性分析[J].钢结构,2003,06(18):54-56.
GU Zhengwei, SUN Bingnan, PAN Haiqin. Nonlinear analysis of semirigid connection of different array of extended bolted endplate [J] Steel Construction, 2003, 18(68):54-56.
[6] L SIMES DA SILVA, AM GIRO Coelho. An analytical evaluation of the response of steel joints under bending and axial force [J]. Computers& Structures, 2001,79(8):873-881.
[7] 王燕,李华军,厉见芬.半刚性梁柱节点连接的初始刚度和结构内力分析[J].工程力学,2003,20(6):65-69.
WANG Yan, LI Huajun, LI Jianfen. Initial stiffness of semirigid beamto column connections and structural internal force analysis [J]. Engineering Mechanics, 2003, 20(6): 65-69.
[8] 徐良伟,王星,蒋菡.半刚性连接钢框架简化分析的无剪力分配法[J].建筑技术开发,2002,29(9):5-6.
XU Liangwei, WANG Xing, JIANG Han. Nonshear force distribution method of simplified analysis for steel frames with semirigid connections [J]. Building Technique Development, 2002,29(9):5-6.
[9] Eurocode3. EN 1993–01–08. Design of steel structurespart 18: Design of joints\ [S\]. Brussels (Belgium): CEN,2005.
[10] IZZUDDIN B A, VLASSIS A G, ELGHAZOULI A Y, et al.Progressive collapse of multistorey buildings due to sudden column lossPart I: Simplified assessment framework [J]. Engineering Structures, 2008, 30(5):1308-1318.
[11] VAN KEULEN D C, NETHERCOT D A, SNIJDER H H. Frame analysis incorporating semirigid joint action: applicability of the half initial Secant stiffness approach[J]. Journal of Constructional Steel Research, 20039, 59(9): 1083-1100.
[12] WANG Weiyong, LI Guoqiang, DONG Yuli. Experimental study and springcomponent modeling of extended endplate joints in fire[J]. Journal of Constructional Steel Research, 20078,63(8):1127-1137.
[13] HAFIZAH N, SULONG R, Behaviour of steel connections under fire conditions [D]. London Imperial College, 2005: 67.
[14] H GERVSIO, L. SIMES DA SILVA, L. BORGES, Reliability assessment of the postlimit stiffness and ductility of steel joints [J]. Journal of Constructional Steel Research, 2004, 60(3/5): 635-648.
[15] L SIMES DA SILVA, Towards a consistent design approach for steel joints under generalized loading[J]. Journal of Constructional Steel Research, 2008.64(9): 1059-1075.
[16] WANG Z Y, TIZANI W, WANG Q Y. Strength and initial stiffness of a blindbolt connection based on the Tstub model[J]. Engineering Structures, 2010.32(9): 2505-2517.
[17] MISTAKIDIS E S, BANIOTOPOULOS C C, BISBOS C D. Steel TStub connections under static loading: an effective2D numerical model [J]. Journal of Constructional Steel Research, 1997, 44(1/2), 51-67.
[18] GIRO C A, SIMES da Silva L, BIJLAARD, F. Finiteelement modeling of the nonlinear behavior of bolted Tstub connections [J]. Journal of Structural Engineering, 2006, 132(6): 918-928.
[19] 邢贵洋,钢结构高强螺栓端板连接节点弯矩转角关系及受力性能研究[M].沈阳:沈阳建筑大学出版社,2006,45-46.
[20] LOUREIRO A, GUTIRREZ R, REINOSA J M. Axial stiffness prediction of nonpreloaded Tstubs: An analytical frame approach [J]. Journal of Constructional Steel Research, 2010, 66(12), 1516-1522.
[21] 徐凌,朱浮声,李晓龙.不同节点轻钢框架的受力性能试验研究[J].东北大学学报:自然科学版,2006, 29(10):1165-1168.
XU Ling, ZHU Fusheng, LI Xiaolong. Experimental study on lightweight steel frames with different semirigid joints [J]. Journal of Northeastern University:Natural Science, 2006,29(10):1165-1168.
[22] 徐凌,李晓龙.钢结构半刚性节点连接试验与性能分析[J].辽宁工程技术大学学报,2006,25(1):66-69.
XU Ling, LI Xiaolong. Experimental research and functional analysis of attachments of semirigid nodes in steel structures[J]. Journal of Liaoning Technical University, 2006,25(1):66-69.
[23] 徐凌,李晓龙.半刚性节点连接力学性能分析[J].中国矿业,2006,15(5):89-92.
XU Ling, LI Xiaolong. Analysis on behavior of attachment mechanics of semirigid nodes [J]. China Mining Magazine, 2006, 15(5):89-92.
[24] GOTO Y, MIYASHITA S. Classifcation system for rigid and semirigid connections [J]. Journal of Structural Engineering, 1998, 124(7):750-757.
[25] BAHAARI M R, SHERBOURNE A N. Behavior of eightbolt large capacity endplate connections [J]. Computers and Structures, 2000, 77(3):315-325.
[26] CHEN W F, GOTO Y, LIEW J Y R. Stability design of semirigid frames [M]. Hoboken, State of New Jersey:John Wiley & Sons, 1996: 7-13.
[27] MA GIZEJOWSKI, CJ BRANICKI, AM BARSZCZ, et al. Advanced analysis of steel frames with effects of joint deformability and partial strength accounted for [J]. Journal of Civil Engineering and Management, 2004, X(3): 199-208.
[28] VAN KEULEN D C, NETHERCOT D A, SNIJDER H H, et al. Frames analysis incorporating semirigid joint action: Applicability of the half initial Secant stiffness approach [J].Journal of Constructional Steel Research, 2003, 59(9):1083-1100.
[29] JASPART JP. General report: Session on connections [J]. Journal of Constructional Steel Research, 2000, 55(13): 69-89.
[30] HASAN R, KISHI N, CHEN WF. A new nonlinear connections classifcation system [J]. Journal of Constructional Steel Research, 1998, 47(1/2): 119-140.
[31] WILKINSON T, HANCOCK GJ. Tests to examine plastic behaviour of knee joints in coldformed RHS [J]. Journal of Structural Engineering, 2000, 126(3): 297-305.
[32] PIRMOZ A, KHOEI A S, MOHAMMADREZAPOUR E. Moment–rotation behavior of bolted top–seat angle connections [J]. Journal of Constructional Steel Research, 2009,65(4): 973-984.
[33] 邢贵洋,王升博,周光禹.高强螺栓端板连接节点的弯矩转角关系研究[J].山西建筑,2006,36(7):52-53.
XING Guiyang, ZHOU Guangyu, WANG Shengbo. Study on the momentrotation relationship of highstrength boltend plate connection joints [J]. Shanxi Architecture, 2006, 36 (7) : 52-53. |