Seismic design of low-rise steel building frames with self-centering panels and steel strip braces

2020 ◽  
Vol 216 ◽  
pp. 110730
Author(s):  
Junlin Li ◽  
Wei Wang ◽  
Bing Qu
Keyword(s):  
Seismic Design ◽  
Steel Strip ◽  
Building Frames ◽  
Steel Building

A hybrid force/displacement seismic design method for steel building frames

2013 ◽  
Vol 56 ◽  
pp. 1452-1463 ◽  
Author(s):  
A.S. Tzimas ◽  
T.L. Karavasilis ◽  
N. Bazeos ◽  
D.E. Beskos
Keyword(s):  
Seismic Design ◽  
Design Method ◽  
Building Frames ◽  
Steel Building ◽  
Seismic Design Method ◽  
Force Displacement

Seismic Analysis of Some Steel Building Frames

1980 ◽  
Vol 106 (1) ◽  
pp. 75-92 ◽  
Author(s):  
Egor P. Popov ◽  
Vitelmo V. Bertero
Keyword(s):  
Seismic Analysis ◽  
Building Frames ◽  
Steel Building

Research on the Seismic Design of High-rise Steel Building Based on Security Perspective

2016 ◽  
Vol 10 (5) ◽  
pp. 253-262 ◽  
Author(s):  
Changhao Zhang ◽  
Jianhu Feng ◽  
Xuntao Wang
Keyword(s):  
Seismic Design ◽  
High Rise ◽  
Steel Building

Beam-to-column connections in steel frames

1987 ◽  
Vol 14 (1) ◽  
pp. 68-76 ◽  
Author(s):  
Glenn A. Morris ◽  
Jeffrey A. Packer
Keyword(s):  
Structural Analysis ◽  
Deformation Behaviour ◽  
Canadian Standard Association ◽  
Approximate Design ◽  
Building Frames ◽  
Design Specifications ◽  
Factors Influencing ◽  
Steel Building ◽  
Analysis Computer ◽  
Steel Design

The importance of beam-to-column connections in determining the load–deformation behaviour of steel building frames has been recognized for more than 70 years. Yet steel design specifications, including Canadian Standard Association standard CAN3-S16.1-M84, still mandate that connections be treated as either "pinned" or "rigid," and prescribe approximate design assumptions accordingly. Structural analysis procedures and tools exist that can account adequately for connection behaviour. What is not complete is the knowledge of the force–deformation behaviour of the various connection types.In this paper, what is known of the force–deformation behaviour of the commonly used connection types is described. The factors influencing that behaviour are outlined. Procedures for modelling connection behaviour and for incorporating it into structural analysis computer programs are described. The effects of connections on the behaviour of the overall structure are described and illustrated with examples. Finally, the areas where additional research is needed are discussed. Key words: connections, steel, structural analysis, columns, semirigid design.

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