Ductile Moment-Resisting Timber Connections: A Review
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
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)
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
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]
Hidayat BA +7 more
europepmc +1 more source
Efficient distribution of tuned mass dampers for seismic control in regular and irregular multi-story steel buildings. [PDF]
Shabib MM +3 more
europepmc +1 more source
Evaluation of seismic behavior and collapse capacity of dual RC frame-shear wall structures considering soil-structure interaction under varying soil conditions. [PDF]
Yousefi A, Tehrani P.
europepmc +1 more source
Design and experiment of transfer and loading machine for tobacco poles in bulk curing barn scenario. [PDF]
Guo T +5 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]
Rc B +10 more
europepmc +1 more source
Research of the possibility of using beams with corrugated walls in a passenger rail car frame. [PDF]
Lovska A, Gerlici J, Dižo J.
europepmc +1 more source

