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Effect of shear wall in improving the reliability of RC frame buildings subjected to seismic loading

International Conference on Construction Materials and Structures (ICCMATS 2014), Johannesburg/GÜNEY AFRİKA, 24 Kasım 2014, s. 1249-1255

DAHESH MOHAMED, TÜKEN AHMET, SIDDIQUI NADEEM

Ahmet Tüken Full Text Proceedings Paper RC shear wall-frame buildingSeismic loadingServiceability limit stateMonte Carlo simulation

The FEM analysis of the behavior of a welded column joist joint under seismic loading

Journal of Materials Processing Technology, Mayıs 2005

VURAL MURAT,AKKUŞ AHMET

Murat Vural Article

Bi directional Loading Tests of Steel Cushion

14th World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures, San Diego/AMERİKA BİRLEŞİK DEVLETLERİ, 9 Eylül 2015

ÖZKAYNAK HASAN,YÜKSEL ERCAN,KARADOĞAN HÜSEYİN FARUK,GÜLLÜ AHMET,BAL İHSAN ENGİN

Ercan Yüksel Full Text Proceedings Paper

Controlling the earthquake-induced lateral displacement of RC buildings using shear walls: parametric study

Arabian Journal of Geosciences, Vol. 8, No. 11, Nisan 2015, s. 9913-9927, ISSN: 1866-7511

DAHESH MOHAMED A, TÜKEN AHMET, SIDDIQUI NADEEM A

Ahmet Tüken Article Shear WallSeismic LoadingMulti-Story RC BuildingLateral DisplacementServiceability

RELIABILITY ASSESSMENT OF RC SHEAR WALL-FRAME BUILDINGS SUBJECTED TO SEISMIC LOADING

Computers and Concrete, Vol. 20, No. 6, Ağustos 2017, s. 719-729, ISSN: 1598-8198

DAHESH MOHAMED A, TÜKEN AHMET, AHSAN SIDDIQUI NADEEM

Ahmet Tüken Article ReliabilityServiceability Limit StateShear wall-frame buildingStory driftMonte Carlo Simulation

Full-Scale Dynamic Loading Tests of High-Damping Rubber Bearings Based on Turkish Building Seismic Code 2018

6th International Earthquake Engineering and Seismology Conference – 6ICEES, Kocaeli/TÜRKİYE, 13 Ekim 2021

MUROTA NOBUO, SUZUKİ SHİGENOBU, MORİ TAKAHİRO, WAKASHİMA KENJİ, SÜTCÜ FATİH

Fatih Sütcü Full Text Proceedings Paper

Comparison of the structural behaviour of monolithic and masonry obelisks: Obelisk of Theodosius and Walled Obelisk in Istanbul

Engineering Failure Analysis, Vol. 142, Ocak 2022, ISSN: 13506307

HOSEYNİ MOSTAFA, DABANLI ÖMER, HEJAZİ MEHRDAD

Ömer Dabanlı Article Willam-Warnke failure criterionWalled ObeliskTensile crackingStone materialsSeismic loadingObelisk of TheodosiusFinite element methodFailure mechanismsComoressive crushingBrittle fracture mechanism

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