A numerical study on special truss moment frames with Vierendeel openings

2011 ◽  
Vol 67 (4) ◽  
pp. 667-677 ◽  
Author(s):  
Harun Deniz Ölmez ◽  
Cem Topkaya
Keyword(s):  
Numerical Study ◽  
Moment Frames ◽  
Special Truss Moment Frames

Seismic Design and Performance Evaluation of Long-Span Special Truss Moment Frames

2019 ◽  
Vol 145 (7) ◽  
pp. 04019053 ◽  
Author(s):  
Chatchai Jiansinlapadamrong ◽  
KyoungSub Park ◽  
John Hooper ◽  
Shih-Ho Chao
Keyword(s):  
Performance Evaluation ◽  
Seismic Design ◽  
Moment Frames ◽  
Long Span ◽  
And Performance ◽  
Special Truss Moment Frames

Special truss moment frames with Vierendeel middle panel

1995 ◽  
Vol 17 (5) ◽  
pp. 352-358 ◽  
Author(s):  
Hisham S. Basha ◽  
Subhash C. Goel
Keyword(s):  
Moment Frames ◽  
Special Truss Moment Frames ◽  
Middle Panel

scholarly journals Behaviour of Steel Plate Shear Wall in Multi Span Moment Frame with Various Infill Plate Connection to Column

2018 ◽  
Vol 4 (1) ◽  
pp. 126 ◽  
Author(s):  
Amirhosein Raisszadeh ◽  
Alireza Rahai ◽  
Ardeshir Deylami
Keyword(s):  
Steel Plate ◽  
Numerical Study ◽  
Shear Walls ◽  
Boundary Elements ◽  
Moment Frames ◽  
Steel Plate Shear Walls ◽  
Axial Forces ◽  
Plate Connection ◽  
Web Plates ◽  
The Web

Steel plate shear walls consist of thin infill steel plates attached to beams, called (horizontal boundary elements, HBEs), and columns (vertical boundary elements, VBEs) in structural steel frames. The thin unstiffened web plates are expected to buckle in shear at low load levels and develop tension field action, providing ductility and energy dissipation through tension yielding of the web plate. HBEs are designed for stiffness and strength requirements and are expected to anchor the tension field formation in the web plates. VBEs are designed for yielding of web plates and plastic hinge formation at the ends of the HBEs. This design approach may result in very large demand on boundary frame members, especially VBEs in most cases. Several methods such as using LYP, perforating the infill plate and omitting connection of infill plate to columns have been proposed to reduce the moment and axial force demands on the VBEs. The main purpose of this research is to study the behavior of steel plate shear walls with various connection of infill plate to columns in multi span moment frames. A numerical study has been performed in order to investigate the behavior of such a system. The results of proposed system were compared with those of the conventional SPSWs. Results show that reducing the infill plate connection to columns will reduce the axial forces in columns.

Full-Scale Testing and Design of Special Truss Moment Frames for High-Seismic Areas

2020 ◽  
Vol 146 (3) ◽  
pp. 04019229 ◽  
Author(s):  
Shih-Ho Chao ◽  
Chatchai Jiansinlapadamrong ◽  
Sanputt Simasathien ◽  
Taichiro Okazaki
Keyword(s):  
Full Scale ◽  
Moment Frames ◽  
Special Truss Moment Frames ◽  
Full Scale Testing
Sign in / Sign up

Export Citation Format

Share Document