Results 1 to 10 of about 1,501 (76)

Ductile Moment-Resisting Timber Connections: A Review

open access: yesBuildings, 2022
In the last two decades, high-rise timber buildings have been built using the glulam truss system, even with limited openings. Moment-resisting timber frames (MRTF) with semi-rigid beam-to-column connections can be an architecture-friendly way to provide
Arthur S. Rebouças   +3 more
doaj   +1 more source

Moment Taşıyan Çelik Çerçeveli Sistemlerin Titreşim Periyotları ve Deprem Yüklerinin Belirlenmesi Üzerine Bir İrdeleme

open access: yesDüzce Üniversitesi Bilim ve Teknoloji Dergisi, 2015
Bilindiği gibi taşıyıcı sistemlerin yatay deprem kuvvetlerinin bulunmasında en önemli parametre, sıfır sönüm oranında elastik sınırlar içerisinde kalmak kaydı ile serbest titreşim periyotlarını ve özellikle birinci doğal titreşim periyodunu bulmaktır ...
Ahmet POLAT
doaj   +6 more sources

Study of Panel Zone Behavior in Interior Beam–Column Joints with Reduced Beam Section (RBS)

open access: yesBuildings
Based on the post-earthquake investigation of the Beiling and Hanshen earthquakes, many welded rigid beam–column joints were found to exhibit brittle failure. The failure modes of the joint region and the overall steel frame structure under the action of
Ke-Jia Yang   +4 more
doaj   +1 more source

Cyclic Behavior of Moment-Resisting Precast Concrete Beam–Column Connection Subjected to Mechanical Reinforced Couplers

open access: yesInternational Journal of Concrete Structures and Materials
This paper aims to investigate a precast concrete beam-to-column rigid connection under constant axial and reverse cyclic loads using mechanical reinforced couplers (MRCs) as well as propose a new MRC arrangement to improve the ductility and energy ...
Hossein Parastesh   +2 more
doaj   +1 more source

Seismic Performance of Precast Reinforced Concrete Beam-Column Connections with Embedded Steel Sections. [PDF]

open access: yesMaterials (Basel)
Hidayat BA   +7 more
europepmc   +1 more source

Comparative seismic performance of steel EBF shear links frame designed to IS 18168:2023 using force-based and direct displacement method. [PDF]

open access: yesSci Rep
Rc B   +10 more
europepmc   +1 more source

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