Seismic Performance of Steel Frames with Semirigid Connections
The nonlinear stiffness matrix method was incorporated to investigate the structural performance of steel portal frames with semirigid connections. A portal frame with unstiffened extended end-plate connection was designed to demonstrate the adequacy of the proposed method. Besides, the seismic perf...
Main Authors: | Iman Faridmehr, Mahmood Md. Tahir, Tom Lahmer, Mohd Hanim Osman |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2017-01-01
|
Series: | Journal of Engineering |
Online Access: | http://dx.doi.org/10.1155/2017/5284247 |
Similar Items
-
Seismic Performance of Steel Frames with Semirigid Connections
by: Faridmehr, I., et al.
Published: (2017) -
Structural performance of isolated steel beam-to-column connection
by: Faridmehr, Iman, et al.
Published: (2018) -
Statics And Kinematics Of Semirigid Steel Frames Under Seismic Action
by: Mathe Aliz, et al.
Published: (2015-12-01) -
FRAMES WITH SEMIRIGID STRUCTURAL CONNECTIONS
by: Hasan GÖNEN, et al.
Published: (1998-01-01) -
Seismic Behavior of the Removable Links in Eccentrically Braced Frames with Semirigid Connections
by: Qiang Shi, et al.
Published: (2020-01-01)