Publications
85 results found
Khan A, Smith DL, Izzuddin BA, 2013, Investigation of rigid-plastic beams subjected to impact using linear complementarity, ENGINEERING STRUCTURES, Vol: 50, Pages: 137-148, ISSN: 0141-0296
- Author Web Link
- Cite
- Citations: 9
Pargana JB, Lloyd Smith D, Izzuddin BA, 2010, Fully Integrated Design and Analysis of Tensioned Fabric Structures: Finite Elements and Case Studies, Engineering Structures, Vol: 32, Pages: 1054-1068
Khan A, Lloyd Smith D, Izzuddin BA, 2009, Rigid-Plastic Beam under Impulsive Loading, 12th International Conference on Civil, Structural and Environmental Engineering Computing
A Siyam, BA Izzuddin, D Lloyd Smith, 2007, Large-Displacement Analysis of Planar RC Structures, Journal of Structural Engineering, Vol: 133, Pages: 595-605
Pargana J B, Lloyd-Smith D, Izzuddin B A, 2007, Advanced material model for coated fabrics used in tensioned fabric structures, Engineering Structures, Vol: 29, Pages: 1323-1336, ISSN: 0141-0296
Izzuddin BA, Chew A, Smith DL, 2004, Error estimation for geometrically non-linear analysis of framed structures, INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, Vol: 61, Pages: 532-558, ISSN: 0029-5981
- Author Web Link
- Cite
- Citations: 1
Izzuddin BA, Smith DL, 2003, Reissner-Mindlin plate bending elements with shear freedoms, Proceedings of the 9th international conference on civil & structural engineering computing, CC2003, The Netherlands, 2-4 September 2003, Publisher: Stirling, Pages: 93-94
Chew A, Izzuddin BA, Lloyd Smith D, 2003, Error estimation for elasto-plastic large displacement frame analysis, Taipei, Proceedings of the international symposium on new perspectives for shell and spatial structures, IASS-APCS 2003, Taipei, Taiwan, 22 - 25 October 2003, Publisher: National Taiwan University, Pages: 86-87
Izzuddin BA, Siyam AAFM, Smith DL, 2002, An efficient beam-column formulation for 3D reinforced concrete frames, COMPUTERS & STRUCTURES, Vol: 80, Pages: 659-676, ISSN: 0045-7949
- Author Web Link
- Open Access Link
- Cite
- Citations: 28
Beck MB, Stigter JD, Lloyd Smith D, 2002, Elastoplastic deformation of structures, Environmental foresight and models, Editors: Beck, Beck, UK, Publisher: Elsevier Science, ISBN: 9780080440866
Nethercot DA, Lloyd Smith D, 2001, Attracting the best and brightest: broadening the appeal of engineering education, a report, London, Publisher: Ove Arup Foundation
Izzuddin BA, Smith DL, 2000, Efficient nonlinear analysis of elasto-plastic 3D R/C frames using adaptive techniques, COMPUT STRUCT, Vol: 78, Pages: 549-573, ISSN: 0045-7949
This paper presents a new nonlinear analysis method for three-dimensional reinforced concrete (R/C) frames employing adaptive analysis concepts. The first two components of the proposed adaptive method, namely the elastic and elasto-plastic beam-column formulations, are described. The details of automatic mesh refinement, which is the third component of the adaptive method, are then presented. These include the construction of an effective interaction surface representing generalised stress states at the elastic limit, the determination and checking of generalised stresses for exceeding the elastic limit along an elastic element, and the refinement of an elastic element into an appropriate number of elastic and elasto-plastic elements. Examples are finally presented to illustrate the accuracy and efficiency of the proposed analysis method. (C) 2000 Elsevier Science Ltd. All rights reserved.
Chew A, Izzuddin BA, Lloyd Smith D, 2000, Estimation of Equilibrium Errors for Nonlinear Frame Analysis, 8th Association for Computational Mechanics in Engineering (ACME-UK) Conference, Greenwich
Pargana JB, Lloyd Smith D, Izzuddin BA, 2000, Advanced Material Model for the Analysis of Tensioned Fabric Structures, International Conference on Computational Methods for Shell and Spatial Structures, Athens
Siyam, AAFM, Izzuddin BA, et al., 1999, Significance of Strain Reversal in Concrete for Adaptive Nonlinear Analysis, 7th Association for Computational Mechanics in Engineering (ACME-UK) Conference, Durham
Izzuddin BA, Lloyd Smith D, 1998, Advanced nonlinear analysis of 3D reinforced concrete frames, Edinburgh, 1st international conference on engineering computational technology / 4th international conference on computational structures technology AUG 18-21, 1998 EDINBURGH, SCOTLAND, Publisher: Civil Comp Press, Pages: 181-185
Izzuddin BA, Lloyd Smith D, 1997, Response of Offshore Structures to Explosion Loading, International Journal of Offshore and Polar Engineering, Vol: 7, Pages: 212-219
Bento J, Feijo B, Lloyd Smith D, 1997, Engineering Design Knowledge Representation based on Logic and Objects, Computers and Structures, Vol: 63, Pages: 1015-1032
Izzuddin BA, Lloyd Smith D, 1996, Large-displacement analysis of elastoplastic thin-walled frames .1. Formulation and implementation, JOURNAL OF STRUCTURAL ENGINEERING-ASCE, Vol: 122, Pages: 905-914, ISSN: 0733-9445
- Author Web Link
- Open Access Link
- Cite
- Citations: 40
Izzuddin BA, Smith DL, 1996, Large-displacement analysis of elastoplastic thin-walled frames .2. Verification and application, JOURNAL OF STRUCTURAL ENGINEERING-ASCE, Vol: 122, Pages: 915-925, ISSN: 0733-9445
- Author Web Link
- Open Access Link
- Cite
- Citations: 21
Ndumu DT, Izzuddin BA, Smith DL, 1996, Explaining design plans, KNOWLEDGE-BASED SYSTEMS, Vol: 9, Pages: 23-39, ISSN: 0950-7051
- Author Web Link
- Cite
- Citations: 1
Izzuddin BA, Smith DL, 1996, Cubic Eulerian formulation for elastic warping structures, 5th International Conference on Civil and Structural Engineering Computing and Artificial Intelligence/3rd International Conference in the Application of Artificial Intelligence to Civil and Structural Engineering (CIVIL-COMP93), Publisher: PERGAMON-ELSEVIER SCIENCE LTD, Pages: 169-176, ISSN: 0952-5807
Sahlit CL, Lloyd Smith D, 1996, A Mathematical Programming Approach to the Evolution and Rigid-plastic Structural Response, AIMETA Conference, Padova
Izzuddin BA, Lloyd Smith D, 1996, Response of Offshore Structures to Explosion Loading, 6th International Offshore and Polar Engineering Conf., Los Angeles, Pages: 323-330
Ndumu DT, Izzuddin BA, Smith DL, 1995, A Plan‐Based Framework for Design: Implementation, Computer‐Aided Civil and Infrastructure Engineering, Vol: 10, Pages: 171-186, ISSN: 1093-9687
Abstract: The development of automated design assistants requires a generic framework in which design knowledge can be directly represented and utilized. The framework should be transparent, allowing a user to view and query the system's reasoning and to control its solution processes. Current knowledge‐based systems techniques have failed to provide such a framework because their inference procedures do not directly support design transformations. This paper describes the design and implementation of a generic framework for design based on planning. Issues addressed include the representation and use of strategic control knowledge, object‐level design knowledge, normative knowledge, and general knowledge within a planning framework. Examples of the functioning of the framework in the design of beams to satisfy lateral torsional buckling requirements are presented. The efficiency and limitations of the implementation are discussed and possible extensions to the system described. © 1995 Microcomputers in Civil Engineering
Ndumu DT, Izzuddin BA, Smith DL, 1995, A Plan‐Based Framework for Design: Methodologic Foundations, Computer‐Aided Civil and Infrastructure Engineering, Vol: 10, Pages: 153-170, ISSN: 1093-9687
Abstract: This paper describes a plan‐based framework that can be configured for design in different domains. The case for design by planning is argued by examining the requirements of an adequate framework for design and showing how the planning approach satisfies the requirements. Using the plan‐based framework, the knowledge requirements of design, design transformations, multiagent design, learning, and creativity are explored. Multiagent design can be realized through delegated planning; and learning, through the chunking of successful design plans into summary plan operators. Routine design is shown to be equivalent to the reuse of stored design plans as summary plan operators; innovative design, to the combination and modification of previous plans; and creative design, to the automatic creation of new plan operators from domain axioms. An example of the conceptual/preliminary design of a light industrial building performed by a prototype plan‐based system is described. © 1995 Microcomputers in Civil Engineering
Sahlit CL, Lloyd Smith D, 1995, Dynamic Rigid-plastic Structural Analysis by Mathematical Programming, 4th Pacific Struct. Steel Conf. (PSSC 95), Publisher: Pergamon Press, Elsevier, Pages: 535-542
Ndumu DT, Izzuddin BA, Lloyd Smith D, 1995, A Plan-based Framework for Design : Methodologic Foundations, Microcomputers in Civil Engineering, Vol: 10, Pages: 153-170
Sahlit CL, Lloyd Smith D, 1995, The Evolution of Rigid-plastic Dynamic Response by Mathematical Programming, Trans. 13th Int. Conf. on Structural Mech. In Reactor Technology, Porto Alegre, Brazil
Ndumu DT, Izzuddin BA, Lloyd Smith D, 1995, A Plan-based Framework for Design : Implementation, Microcomputers in Civil Engineering, Vol: 10, Pages: 171-186
This data is extracted from the Web of Science and reproduced under a licence from Thomson Reuters. You may not copy or re-distribute this data in whole or in part without the written consent of the Science business of Thomson Reuters.