Study on Seismic Behavior of Steel Frame‐Steel Shear Wall with Assembled Two‐Side Connections

Y Zhang, X Zhan - Mathematical Problems in Engineering, 2019 - Wiley Online Library
Low‐cycle reciprocating loading tests were carried out on a steel frame with prefabricated
beam‐only connected steel plate shear wall (specimen A) and a steel frame with welded …

Flexural behaviour of different stiffener section area on full height rectangular opening castellated steel beam

MR Ahyar, P Setiyawan, CT Adinata… - IOP Conference Series …, 2022 - iopscience.iop.org
Vierendeel is one of failure mechanisms in a castellated steel beam. Vierendeel mechanism
is the main failure that occurs in a full high rectangular opening castellated beam …

Development of efficiency analysis for I-beam steel section with web opening via numerical method

F De, NS Hashim, AKM Singh - World Journal of Engineering, 2022 - emerald.com
Purpose Due to the enormous increase in economic development, structural steel material
gives an advantage for the construction of stadiums, factories, bridges and cities building …

The Effect of Hole Width on Full Height Rectangular Opening Castellated Steel Beam with Diagonal Stiffener Concerning Its Flexural Capacity

P Setiyawan, D Maimunah… - JACEE (Journal of …, 2019 - jurnal.unissula.ac.id
The use of a diagonal stiffener in a full height rectangular opening castellated steel beam
can prevent the failure mechanism of vierendeel. This results in the flexural capacity of the …

The Axial Capacity of a Full Height Rectangular Opening Castellated Steel Beam with Steel Reinforcement stiffeners

P Setiawan - JACEE (Journal of Advanced Civil and Environmental … - jurnal.unissula.ac.id
The axial capacity of a full height rectangular opening castellated steel beam with steel
reinforcement stiffeners is proven to prevent Vierendeel failure mechanism. The effect is an …