Probabilistic evaluation of seismic performance of 3-story 3D one- and two-way steel moment-frame structures

2008 ◽  
Vol 37 (5) ◽  
pp. 681-696 ◽  
Author(s):  
Hiroyuki Tagawa ◽  
Gregory MacRae ◽  
Laura Lowes
Keyword(s):  
Seismic Performance ◽  
Frame Structures ◽  
Moment Frame ◽  
Steel Moment Frame ◽  
Probabilistic Evaluation

Seismic connection designs for new and existing steel moment frame structures

1998 ◽  
Vol 46 (1-3) ◽  
pp. 454 ◽  
Author(s):  
Jay Allen ◽  
Ralph M Richard ◽  
James Partridge
Keyword(s):  
Frame Structures ◽  
Moment Frame ◽  
Steel Moment Frame

Effect of Powder Actuated Fasteners on the Seismic Performance of Steel Moment Frame Connections

2013 ◽  
Author(s):  
C. E. Watkins ◽  
B. W. Toellner ◽  
K. Laknejadi ◽  
E. Abbas ◽  
M. R. Eatherton
Keyword(s):  
Seismic Performance ◽  
Moment Frame ◽  
Steel Moment Frame

The Performance of Bolted Slant Endplate Connections Subjected to Temperature Increase

2010 ◽  
Author(s):  
F. Zahmatkesh ◽  
E. Talebi
Keyword(s):  
Finite Element ◽  
Numerical Analysis ◽  
Elastic Field ◽  
Frame Structures ◽  
Moment Frame ◽  
Steel Moment Frame ◽  
Finite Element Software ◽  
Endplate Connections ◽  
Endplate Connection ◽  
Simple Modeling

In this paper the main goal is to evaluate the vertical and slant bolted endplate connections performance in steel moment frame structures under thermal effect in elastic field, and by a finite element software. the connections are simulated to complete and verify simple modeling of analytical and numerical analysis of the behavior of vertical and slant bolted endplate connections due to increase in temperature. The results that are obtained from performance of a vertical bolted endplate connection and a slant bolted endplate connection due to increase in temperature will be compared.

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