Results 1 to 10 of about 1,561 (77)

Ductile Moment-Resisting Timber Connections: A Review

Buildings, 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, Zabih Mehdipour, Jorge M. Branco, Paulo B. Lourenço   +3 more
doaj   +1 more source

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

Düzce 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

Numerical Investigation of Steel Frames with Corrugated-Web Reduced Beam Sections for Enhanced Progressive Collapse Resistance

Buildings
Following our earlier work on reduced beam section (RBS) connections, this study examines a new set of corrugated-web cell configurations for steel moment-resisting connections.
Hamda Guedaoura, Mohammed Benzerara, Yazid Hadidane, Nadia Gouider, S. M. Anas, Osama Khan, Fouad Boukhelf, Anfel Chaima Hadidane, Messaoud Saidani   +8 more
doaj   +1 more source

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

Buildings
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, Yang Yang, Heng Ye, Wei Li, Zhao-Yu Yang   +4 more
doaj   +1 more source

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

International 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, Ehsan Mobedi, Reza Ashtarian   +2 more
doaj   +1 more source

Flexural Capacity Calculation Method for Pre-Damaged RC Beam-Column Joints Strengthened with High-Strength Steel Strand Mesh-Reinforced ECC. [PDF]

Materials (Basel)
Liu S, Wei Y, Li Z, Hu J, Li K, Li W, Xu S.   +6 more
europepmc   +1 more source

Experimental and Numerical Investigation of Cold-Formed Steel Storage Platforms with Perforated Channel Beams. [PDF]

Materials (Basel)
Swierczyna S.
europepmc   +1 more source

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

Materials (Basel)
Hidayat BA, Haryanto Y, Hu HT, Su FC, Hsiao FP, Nugroho L, Indriyantho BR, Erich.   +7 more
europepmc   +1 more source

Nonlinear behavior of fixed-end RC beams with circular openings based on experimental and finite element analysis. [PDF]

Sci Rep
Aslanbay HH, Altun F.
europepmc   +1 more source

Numerical investigation of the flexural behaviour and composite action of reinforced concrete sandwich panels (RCSP) with EPS core: parametric study using FEA. [PDF]

Sci Rep
Kassa HK, Haldar P, Ahmad A.
europepmc   +1 more source