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| 1 | Epoxy/graphene platelets nanocomposites with two levels of interface strength显示文摘 | Izzuddin Zaman Tam Thanh Phan Hsu-Chiang Kuan Qingshi Meng Ly Truc Bao La Lee Luong Osama Youssf Jun Ma | 2011 | Polymer2011，，7： | 2 |
| 2 | An inte-grated adaptive environment for fire and explosion a-nalysis of steel frames-Part I:analytical models显示文摘 | Song L Izzuddin B A Elnashai A S | 2000 | Journal of Constructional Steel Research2000，53，1： | 1 |
| 3 | An inte-grated adaptive environment for fire and explosion a-nalysis of steel frames-Part II:verification and applica-tion显示文摘 | Izzuddin B A Song L Elnashai A S | 2000 | Journal of Constructional Steel Research2000，53，1： | 1 |
| 4 | 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 |
| 5 | Advanced material model for coated fabrics used in tensioned fabric structures 显示文摘 | PARGANA J B LLOYD-SMITH D IZZUDDIN B A | 2007 | Engineering Structures2007，29，7： | 1 |
| 6 | Advanced nonlinear formulation for reinforced concrete beam-columns显示文摘 | Izzuddin B A Karayannis C G Elnashai A S | 1994 | Journal of Structural Fngineering1994，120，10： | 1 |
| 7 | A 9-node co-rotational quadrilateral shell element显示文摘 | Z. X. Li B. A. Izzuddin L. Vu-Quoc | 2008 | Computational Mechanics2008，，6： | 1 |
| 8 | A simplified model for axially restrained beams subject to extreme loading 显示文摘 | Izzuddin B A | 2005 | Steel Structures2005，5，： | 1 |
| 9 | Progressive collapse of multi-storey buildings due to sudden column loss: part I: simplified assessment framework 显示文摘 | Izzuddin B A Vlassis A G Elghazouli A Y | 2008 | Engineering Structures2008，30，5： | 1 |
| 10 | An integrated adaptive environment for fire and explosion analysis of steel frames — Part II:显示文摘 | B.A Izzuddin L Song A.S Elnashai P.J Dowling | 2000 | Journal of Constructional Steel Research2000，，1： | 1 |
| 11 | An integrated adaptive environment for fire and explosion analysis of steel frames — Part I:显示文摘 | L. Song B.A. Izzuddin A.S. Elnashai P.J. Dowling | 2000 | Journal of Constructional Steel Research2000，，1： | 1 |
| 12 | Conceptual issues in geometrically nonlinear analysis of 3D framed structures显示文摘 | IZZUDDIN B A | 2001 | Computer Methods in Applied Mechanics and Engineering2001，191，810： | 1 |
| 13 | Progressive Collapse of Steel-Framed Building: Influence of Modeling Approach 显示文摘 | Yu Hang Izzuddin B A Zha Xiaoxiong | 2010 | Advanced Steel Construction2010，6，4： | 1 |
| 14 | Assess- ment of effective slab widths in composite beams 显示文摘 | Castro J M Elghazouli A Y Izzuddin B A | 2007 | Journal of Constructional Steel Research2007，63，： | 1 |
| 15 | Assess- ment of effective slab widths in composite beams 显示文摘 | Castro J M Elghazouli A Y Izzuddin B A | 2007 | Journal of Constructional Steel Research2007，63，： | 1 |
| 16 | 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 |
| 17 | An efficient beam-column formulation for 3D reinforced concrete frames 显示文摘 | Izzuddin B A Siyam A A F M Smith D L | 2002 | Computers & Structures2002，80，8： | 1 |
| 18 | Efficient nonlinear analysis of elasto-plastic 3D R/C frames using adaptive techniques 显示文摘 | Izzuddin B A Smith D L | 2000 | Computers & Structures2000，78，4： | 1 |
| 19 | An integrated adaptive environment for fire and explosion analysis of steel frames-Part Ⅱ:Vertification and application显示文摘 | Song L Elnashi A S | 2000 | Constr Steel Res2000，53，1： | 1 |
| 20 | Progressive collapse of multi-storey buildings due tofailed floor impact显示文摘 | VLASSIS A G IZZUDDIN B A ELGHAZOULI A Y etal | 2009 | Engineering Structures2009，31，7： | 1 |
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