Inelastic Behavior of Multistory Partially Restrained Steel Frames. Part I

1999 ◽  
Vol 125 (8) ◽  
pp. 854-861 ◽  
Author(s):  
Christopher M. Foley ◽  
Sriramulu Vinnakota
Keyword(s):  
Steel Frames ◽  
Inelastic Behavior ◽  
Partially Restrained

Probabilistic study of the behavior of steel frames with partially restrained connections

2001 ◽  
Vol 23 (11) ◽  
pp. 1410-1417 ◽  
Author(s):  
Shuji Sakurai ◽  
Bruce R. Ellingwood ◽  
Shigeru Kushiyama
Keyword(s):  
Steel Frames ◽  
Probabilistic Study ◽  
Partially Restrained

Inelastic analysis of partially restrained unbraced steel frames

1997 ◽  
Vol 19 (11) ◽  
pp. 891-902 ◽  
Author(s):  
Christopher M. Foley ◽  
Sriramulu Vinnakota
Keyword(s):  
Steel Frames ◽  
Inelastic Analysis ◽  
Partially Restrained

Analytical Models for Determining Rotational Capacity of Clip-Angle Connections under Seismic Loading

2014 ◽  
Vol 1025-1026 ◽  
pp. 979-986
Author(s):  
Jong Wan Hu ◽  
Hong Min Son
Keyword(s):  
Mathematical Models ◽  
Curve Fitting ◽  
Steel Frames ◽  
Seismic Loading ◽  
Full Scale ◽  
Analytical Models ◽  
Cyclic Loads ◽  
Structural System ◽  
Ductile Behavior ◽  
Partially Restrained

This paper explores rotational capacities and demands in thick top-and-seat (cleated) angle partially restrained connections subjected to monotonic and cyclic loads. The results of test on full-scale angle connections are described first, and are then compared to published curve-fitting models for these types of connections. The data indicates that the curve-fitting constants of some existing mathematical models cannot be extrapolated to thick angles. The results indicate that these connections are capable of providing very ductile behavior and constitute an ideal back-up structural system in steel frames.

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