This study presents six pseudostatic tests on square hollow section steel (HSS) column to H-section beam bolted connections with double cover plates. The failure modes, load鈥揹isplacement hysteresis curves, and backbone curves of the joints were obtained, as were the energy-dissipating capacity,...
A finite element model of a welded connection (SJ-weld) was developed to compare with the bolted connections. In SJ-weld, the dimensions of the beam and the columns were the same as those of the test specimens. The H-beam was welded to the column, and the internal stiffeners of column...
Meet Shuriken — the Better Bolted Connection that’s about to change your building game. Shuriken is a simple yet revolutionary way to field bolt HSS, eliminating the amount of field welds needed, increasing in-shop prefabrication, and saving you time, hassle and money. Go ahead — field bol...
Better bolted connections Learn more Recent Case Studies McKinley Bridge Case Study When engineers were designing a steel bridge over a busy railway, Atlas Tube’s Jumbo HSS and Shuriken® bolted connection system were the right choices to support a highly ambitious design. ...
We’re here to help you build big. First Name(Required) Last Name(Required) Email(Required) Structural Steel Strong hollow sections Learn more Pipe Piles Deep foundations Learn more Shuriken® Better bolted connections Learn more For Engineers Who Design with HSS For Architects Who ...
1996 moment-rotation relationship of blind bolted connections for hss columns,1996 moment-rotation relationship of blind bolted connections for hss columns,1996,moment-rotation,relationship,of,blind,bolted,connections,for,hss,columns 君,已阅读到文档的结尾了呢~~ ...
This is a computer program for practicing structural engineers by the Tube Group, University of Toronto and released in late 1999 for the Load and Resistance Factor Design of popular types of welded and bolted HSS connections. The program is based on internationally-accepted design procedures and ...
The applicability of steel structure guide B7 to the design of bolted connections using high-strength steels (HSS-steels) as a base materialJouko Kouhi
A brief overview of different design methods for bolted flange-plate connections for square and rectangular hollow structural sections under tension load has also been given. A comparison of the load predictions of the various methods for the specimens in the experimental program supports the use of...
This component acts as an important constituent part to the blind bolted connections with HSS columns. Two typical failure modes and their related hysteretic curves are examined experimentally. It is shown that force versus displacement curves under monotonic loading can be regarded as the upper bound...