A Damage‐Controlled Behavior Factor (EC8) for Seismic Design of Steel Irregular Space MRFs

ce/papers ◽  
2021 ◽  
Vol 4 (2-4) ◽  
pp. 2029-2035
Author(s):  
Angelos S. Tzimas ◽  
Konstantinos A. Skalomenos ◽  
Dimitri E. Beskos
Keyword(s):  
Seismic Design ◽  
Behavior Factor

Global Behavior Factor of Frames with Eccentric Bracings and Relationships with the Ductility Requirements

2013 ◽  
Vol 330 ◽  
pp. 948-953
Author(s):  
Mohamed Oussalem Mechiche ◽  
Ali Bouheraoua ◽  
Farid Chalah ◽  
Ourida Hellal ◽  
Abderrahim Bali
Keyword(s):  
Seismic Design ◽  
Steel Frames ◽  
Steel Structures ◽  
Global Behavior ◽  
Eurocode 8 ◽  
Seismic Loads ◽  
Earthquake Energy ◽  
Behavior Factor

During alternate loading cycles, as during earthquakes, the structure behavior becomes inelastic. This is particularly the case for steel structures. They show a better ability to absorb earthquake energy. This energy dissipating capacity is described by the q global behavior factor as used in the Eurocode 8. However, in other earthquake codes, it is expressed by R letter and in others only the X and V shapes bracing systems are taken into account in the seismic design. In this work, a method for determining the global q behavior factor is presented for eccentrically braced steel frames that are designed to resist seismic loads.

Seismic Design Methodology for Precast Concrete Diaphragms Part 2: Research Program

PCI Journal ◽  
2005 ◽  
Vol 50 (6) ◽  
pp. 14-31 ◽  
Author(s):  
Robert B. Fleischman ◽  
S.K. Ghosh ◽  
Clay J. Naito ◽  
Ge Wan ◽  
José Restrepo ◽  
...  
Keyword(s):  
Seismic Design ◽  
Research Program ◽  
Design Methodology ◽  
Precast Concrete

Rational seismic design of precast, prestressed concrete piles

PCI Journal ◽  
2008 ◽  
Vol 53 (5) ◽  
pp. 40-53 ◽  
Author(s):  
Andrew Budek-Schmeisser ◽  
Gianmario Benzoni
Keyword(s):  
Seismic Design ◽  
Prestressed Concrete ◽  
Concrete Piles ◽  
Precast Prestressed Concrete

Seismic Design Method for Hybrid Viaduct in Japanese Railways

2000 ◽  
Vol 16 (20) ◽  
pp. 338-346
Author(s):  
Kiyomitsu MURATA ◽  
Masato YAMADA ◽  
Tomohiro TAKAYAMA ◽  
Masanori KINOSHITA
Keyword(s):  
Seismic Design ◽  
Design Method ◽  
Seismic Design Method
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