Items where Author is "Issa, HK"

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Number of items: 8.

Journal article

Phan, DT, Lim, JBP, Sha, W, Siew, CYM, Tanyimboh, TT, Issa, HK and Mohammad, FA ORCID: 0000-0001-6955-4261, 2013. Design optimization of cold-formed steel portal frames taking into account the effect of building topology. Engineering Optimization, 45 (4), pp. 415-433. ISSN 0305-215X

Issa, HK and Mohammad, FA ORCID: 0000-0001-6955-4261, 2010. Effect of mutation schemes on convergence to optimum design of steel frames. Journal of Constructional Steel Research, 66 (7), pp. 954-961.

Chapter in book

Issa, HK and Mohammad, FA ORCID: 0000-0001-6955-4261, 2009. Displacement maximisation of haunched-rafter pitched-roof steel portal frames. In: Hern√°ndez, S and Brebbia, CA, eds., Computer aided optimum design in engineering XI. Southampton: WIT Press, pp. 143-154. ISBN 9.78E+12

Issa, HK and Mohammad, FA ORCID: 0000-0001-6955-4261, 2009. Practical non-prismatic stiffness matrix for haunched-rafter of pitched-roof steel portal frames. In: Ghafoori, N, ed., Challenges, opportunities, and solutions in structural engineering and construction, ISEC-5. Las Vegas: CRC Press, pp. 167-171. ISBN 9.78E+12

Conference contribution

Issa, HK and Mohammad, FA ORCID: 0000-0001-6955-4261, 2009. Weight and displacement optimizations of steel portal frames to Eurocode 3 using distributed genetic algorithms. In: 8th World Congress on Structural and Multidisciplinary Optimization, LNEC Conference Centre, Lisbon, Portugal, June 1-5 2009, Lisbon, Portugal.

Issa, HK and Mohammad, FA ORCID: 0000-0001-6955-4261, 2008. Investigating the optimum design of steel portal frames using genetic algorithms. In: Built and Human Environment (BuHu) 8th International Postgraduate Research Conference, The Czech Technical University of Prague (CVUT), Prague, Czech Republic, June 26-27 2008, Prague, Czech Republic.

Thesis

Issa, HK, 2010. Design optimisation of steel portal frames using modified distributed genetic algorithms. PhD, Nottingham Trent University.

Issa, HK, 2006. Shear strength and behavior of reinforced concrete deep beams with web openings. ["eprint_fieldopt_thesis_name_msc" not defined], Nottingham Trent University.

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