由于写论文要用，急需下列英文文献，查了好多地方都查不到，不知哪位朋友能不能上传一下，或发到我的邮箱：flyxy121@163.com，非常感谢！

[1]  Szlendak．J．，Brodka．J．，Strengthening of T moment of RHS Joints[J]．Proc．Instn．Civ．Engrs，Part2, 1985, 79: 717-727．
[2] Fessler．H．， M ockford，P．B．, etc．．al " Parametric equations for the flexibility matrices of single brace tubular joints in offshore structures"[J]．Proc．Instn Civ．Engrs，Part2，1986，81，Dec．：675-696．
[3] Fessler．H．，Mockford，P．B．， etc．．al“Parametric equations for the flexibility matrices of multi-brace tubular joints in offshore structures”[J]． Proc．lnstn Civ．Engrs，Part2，1986，81，Dec．:659-673．
[4] Fessler，H.，Hassell，W．，Hyde，T．H．．“A Model Technique for Bending Strength of Tubular Joints”[J]．Journal of Strain Analysis，1992，27（4）：197-209．
[5] Yang Lixian，Chen Ticyun．“Local flexibility behavior of tubular joints and its effect on global analysis of tubular structures”[J]． China Ocean E- ngineering，1990，4（4）：371-384．
[6] Efthymiou M．Local rotational stiffness of unstiffened tubular joints[J]．KSEPL Report RKER 85．199．1985．
[15] Romeiyn，A．，etc．．al．“The flexibility of uniplanar and multiplanar joints made of circular hollowsections”．Proc．1st'ISOPE'91，Edinburgh，UK，1991：67 -76．
[7] Ueda，Y．，Rashed，S．M．H．，etc．al“An improved joint model and equations for flexibility of tubular joints”[J]．Journal of Offshore Mechanics and Arctic Engineering，1990，112：157-168．
[8] Ueda，Y．，Rashed，S．M．H．，etc．．al“Flexibility and yield strength of joints in analysis of tubular offshore structures”．Fifth OMAE Symposium，Tokyo，Japan，1986．
[9] Ure，A．，Grundy，P．，etc．．al“Flexibility coefficients of tubular connections”[J]．Tubular Structures V，London，1993：519-526．
[10] Hyde，T．H．，Leen，S．B．．“Prediction of elastic-plastic displacement of tubular joints under combined loading using an energy-based approach”[J]．Journal of Strain Analysis，1997，32（6）：435-453．
[11] Leen，S．B．，Hyde，T．H．．“On the prediction of elastic-plastic generalized load-displacement responses for tubular joints”[J]．Journal of Strain Analysis，2000，35（3）：205-219．
[12] D．T．Wright．Membranc Forces and Buckling in Reticulated Shells[J]．Journal of StructuralDiv．， ASCE，1965，91（ST1）．
[13] K．P．Buchert．Shell and Shell-like Structure[J]．Guide to Stability Design Criteria for Metal Structure，1976．
[14] del．F．F．Pozo，del．V．F．Pozo．Buckling of Ribbed Spherical Shells．Proc.IASS Congress，Madrid，1979．
[15] P．Sharifi，E．P．Popov．Nonliner Buckling Analysis of Sandwich Arches[J]．J．Eng．Mech．Div．，1976，10：39-58．
[16] J．L．Batoz，G．Dhatt．Incremental Displacement Algorithm for Nonlinear Problems[J]．
Int．J．Num．Meth．Eng．，1979，14：1262-1266．
[17] E．Riks．An Incremental Approach to the Solution of Snapping and Buckling Problems[J]．J．Solids Structures，1979，5：529-551．
[18] M．A．Crisfield．An Are-Length Method Including Line Searches and Accelerations[J]．
Int．J．Num．Mech．Eng．，1983，19：1269-1289．
[19] E．Ramn．Strategies for Tracing the Nonlinear Response Near Limit Points[J]．Nonlinear Finite Element Analysis in Structural Mechanics，1981．
[20] D Dubina．Computation models and numerical solution procedures for nonlinear of single layer lattice shells[J]．Int．J．Space Structures，1993，8 (3)：321-2333．
[21] IM Kani，R E Mc Connel，T See．The analysis and testing of a single layer，shallow braced dome．3rd International Conference on Space Structures[C]，1984：613-2618．
[22] T See，R E Mc Connel．Large displacement elastic buckling of space structures[J]．J．Struct．Engng，1986，112(5)：1052-21069．
[23] IM Kani，R E Mc Connel．Collapse and post-collapse analysis of shallow lattice domes．Proceeding of the IASS Symposium on Membrane Structures and Space Frames[C]，1986，3：105-112．
[24] C Borri，P Spineli．Buckling and post-buckling behavior of single reticulated shells effected by random imperfection[J]．Comput．Struct，1988，30(4)：937-943．
[25] C．A．Schenk，G．I．Schueller．Buckling analysis of cylindrical shells with random geometric imperfections[J]．International Journal of Non-Linear Mechanics，2003，38：1119-1132．
[26] A．Tabiei and G.Simitses．Imperfection sensitivity of shear deformable moderately thick laminated cylindrical shells[J]．Computers and structures．1997，62：165-174．
[27] A．H．Heinen，J．Biillesbach．On the influence of geometric imperfections on the stability and vibration of thin- walled shell structures[J]．International Journal of Non-Linear Mechanics，2002，37：921–935．
[28] Shiro Kato，Itaru Mutoh，Masaaki Shomura．Collapse of semi-rigidly jointed reticulated domes with initial geometric imperfections[J]．Constructional steel research，1998，48：145-168．
[29] Alfonso  E．Lopez，Gerald  K．Orrison．The effect of joint stiffness on the buckling behavior of reticulated dome structures．Asia-Pacific Conference on shell and Spatial Structures，CCESIASS[C]．May 21-25，1996，Beijing．