Development of an FEA program with full-size stiffness and mass matrices for dynamic analysis of high-rise buildings: A comparison with SAP2000 von Sabah, Ragib, Öztorun, Namik Kemal, Sayin, Baris

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Development of YAY2020, an FEA program with full-size stiffness matrix for static analysis of high-rise buildings: A comparison with SAP2000 von Sabah, Ragib, Öztorun, Namik Kemal, Sayin, Baris

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A rectangular finite element formulation von Oeztorun, Namik Kemal

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A rapid analysis method for determining current status of existing buildings: A conceptual framework von Yildizlar, Baris, Akcay, Cemil, Öztorun, Namik Kemal

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Aspect ratio factor for finite element method analysis of axially symmetric cylindrical shell walls von Bekdas, Gebrail, Oeztorun, Namik Kemal

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Effects of the Assumption about Rigid Floor Diaphragm on the Shear Along the Shear Walls von Temür, Rasim, Öztorun, Namık Kemal

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Impact of neighbouring deep excavation on high-rise sun plaza building and its surrounding von Oztoprak, Sadik, Cinicioglu, Safiye Feyza, Oztorun, Namik Kemal, Alhan, Cenk

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Determination of Monitoring Parameters for Fatigue Behavior of Steel-Concrete Composite Bridge Girders with Welded Full Depth Transverse Stiffeners von Gunes, Baris, Ilki, Alper, Oztorun, Namik Kemal

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Reply to ‘discussion on: ‘Rectangular finite element formulation von Öztorun, Namık Kemal

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Rijit Döşeme Varsayımının Perde Duvarlarda Oluşan Kesme Kuvvetlerine Etkisi von Öztorun,Namık Kemal, Temür,Rasim

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Computer aided design of post-tensioned concrete reservoirs von Öztorun, Namık Kemal, Utku, Mehmet

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