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| 1 | Frames analysis incorporating semi-rigid joint action: Applicability of the half initial Secant stiffness approach 显示文摘 | VAN KEULEN D C NETHERCOT D A SNIJDER H H | 2003 | Journal of Constructional Steel Research2003，59，9： | 1 |
| 2 | Rotational Stiffness Characteristics of Steel Beam-to-column Connections显示文摘 | Davison J B Kirby P A Nethercot D A | 1987 | J of Construct Steel Research1987，，8： | 1 |
| 3 | Modeling of semi-rigid beam-to-column steel joints under extreme loading显示文摘Joints play an important role in providing ductility for steel-composite structures subject to extreme loading conditions,such as blast,fire and impact.Due to sound energy dissipation capability and fabrication efficiency,semi-rigid joints have increasingly received attention during the last decade.This paper presents a component approach for modeling semi-rigid beam-to-column joints based on Eurocode3,where the post-elastic response,including component strain hardening and ultimate rotational capacity,is also considered.Failure criteria are defined based on the ultimate deformation capacity of components and bolt-rows.The model enables a direct integration of joint response into global frame models with the consideration of axial deformability,such that the interaction between bending moment and axial force within the joints can be realistically captured.In addition,elevated temperature can be considered in the joint model via the degradation of the component response.Through comparisons with available test data,the joint model is shown to have good accuracy,and the failure criteria are found to be reliable yet conservative.The strain hardening response of components is shown to have significant influence on the ultimate bending capacity of the joints,while neglecting it usually leads to a conservative prediction. | C FANG B A IZZUDDIN A Y ELGHAZOULI D A NETHERCOT | 2013 | Frontiers of Structural and Civil Engineering2013，7，3： | 1 |
| 4 | Finite element modeling of composite beams with full and partial shear connection 显示文摘 | Queiroz F D Vellasco P C G S Nethercot D A | 2007 | Journal of Constructional Steel Research2007，63，4： | 1 |
| 5 | Valgrind: A framework for Heavyweight Dynamic Binary Instrumentation 显示文摘 | NETHERCOTE N SEWARD J L | 2007 | ACM SIGPLAN Notices2007，42，6： | 1 |
| 6 | 柱突然时效导致的多层建筑连续坍塌(1)——简化评估框架显示文摘 | B.A.Izzuddin A.G. Vlassis A.Y.Elghazouli D.A. Nethercot | 2008 | 钢结构2008，，12： | 1 |
| 7 | Structural Stainless Steel Design:A New Approach显示文摘 | Gardner L Nethercot D A | 2004 | The Structural Engineer2004，，11： | 1 |
| 8 | Sway of semi-rigid steel frames, Part 1: Regular frames显示文摘 | Ashraf M Nethercot D A Ahmedb B | 2004 | Engineering Structures2004，26，： | 1 |
| 9 | Behavior of Flush End--plate Connections with Unbalanced Moment and Vafable Shear/Moment Ratios-L Experimental Behavior 显示文摘 | Li T Q Nethercot D A Choo B S | 1996 | Journal of Constructional Steel Research1996，38，2： | 1 |
| 10 | Prediction of initial stiffness and available rotation capacity of major-axis flush end-plate connections显示文摘 | Ahmed B Nethercot DA | 1997 | Journal of Constructional Steel Research1997，41，1： | 1 |
| 11 | Bearing Failure in Stainless Steel Bolted Connections 显示文摘 | Salih E L Gardner L Nethercot D A | 2011 | Engineering Structures2011，33，2： | 1 |
| 12 | Prediction of fermi energies and photoelec- tric thresholds based on electronegativity concepts 显示文摘 | Nethercot A H | 1974 | Phys Rev Lett1974，33，： | 1 |
| 13 | Rotational stiffness characteristics of steel beam-to-column connections 显示文摘 | Davison J B Kirby P A Nethercot D A | 1987 | Journal of Constructional Steel Research1987，8，1： | 1 |
| 14 | Moment curvature relations for steel and composite beams显示文摘 | Li T Q Choo B S Nethercot D A | 1993 | Steel Structures Journal of Singapore Structural Steel Society1993，4，1： | 1 |
| 15 | Stainless Steel Structural Design: A New Approach 显示文摘 | Gardner L Nethercot D A | 2004 | The Structural Engineer2004，82，21： | 1 |
| 16 | Buckling of laterally and torsionally restrained beams 显示文摘 | Nethercot D A | 1973 | Journal of Engineering Mechanics1973，99，8： | 1 |
| 17 | Robustness assessment of building structures under explosion显示文摘 | Jahromi H Z Izzuddin B A Nethercot D A | 2012 | Buildings2012，2，4： | 1 |
| 18 | Modelling steel frame behaviour under fire conditions显示文摘 | Nethercot D A | 1991 | Eng Struct1991，13，4： | 1 |
| 19 | Finite Element Idealization of a Cold-Formed Steel Portal Frame显示文摘 | James B P Lim and David A Nethercot | 2004 | Journal of Structural Engineering2004，130，1： | 1 |
| 20 | Lateral Buckling on Mono-Symmetric Plate Girders显示文摘 | P O'hEachteirn Nethercot D A | 1988 | Journal of Constructional Steel Research1988，11，4： | 1 |
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