Design of Steel Structures for Buildings in Seismic Areas
In collaboration with
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Sur demande
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14 h
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Formation présentielle
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Cours du jour
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English
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ID010CJ
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(+3% TVA) *Prix d'inscription de base, variable selon options choisies.Cette formation est proposée sous forme de formation présentielle. En savoir plus
Description
Training on "Design of Steel Structures for Buildings in Seismic Areas"
Reference book:
Eurocode 8 : Design of Structures for Earthquake Resistance Part : 1 General Rules, Seismic Action and Rule for Buildings
Programme
DAY 1 :
09:15 - 09:30
Welcome & Introduction :Content, objectives
Logic of the book and of the lectures
Structures at risk, examples of failures
09:30 - 11:00
Philosophy and contents of EN 1998. Structures located in moderate to high seismic areas.11:00 - 11:15 Break Coffee
11:15 - 12:45
Conceptual design of seismic resistant structures Structural Systems, Ductility Classes, Choice of Material, Ductile Components, Design Overstrength, Fuses and Replaceable Elements
12:45 - 13:30 Break Lunch
13:30 - 15:00
Structural analysis for seismic action
Seismic load combination.
Overview of structural analysis methods. Modal response spectrum analysis. Effective modal mass.
The lateral force method. Linear dynamic analysis.
Pushover analysis. Non-linear dynamic analysis. Accidental torsion. Accounting for torsional effects in structural analysis.
Combination of the effects of the components of the seismic action.
15:00 - 15:15 Break Coffee
15:15 - 16:45
Seismic design of MRFs, X-CBF and V-CBFs (1/2)
Discussion of differences between DCH/DCM/DCL
16:45 - 17:00 Conclusion of Day 1
DAY 2
09:15 - 09:30
Welcome
Summary of Day 1 and questions
09:30 - 11:00
Seismic design of MRFs, X-CBF and V-CBFs (2/2)
Discussion of differences between DCH/DCM/DCL
11:00 -11:15 Break Coffee
11:15 - 12:45
Seismic design of eccentrically braced frames and dual frames
Structural characteristics of eccentrically braced frames. Choice of ductility class. Design for ductility of dissipative components. Capacity design rules for non-dissipative components.
Specific requirements for dual frames. Benefits of dual frames. Re-centring dual frames.
12:45 -13:30 Break Lunch
13:30 - 15:00
Design Case
Studies - 1
(1) Multistory Building (2) Single Story Industrial Hall
15:00 - 15:15 Break Coffee
15:15 - 16:45
Design Case
Studies – 2
Lightweight Steel Structures (3) Residential and (4) Social Buildings
16:45 - 17:00 Conclusions of the training session
Speakers
Prof. Raffaele Landolfo, University of Naples "Federico II", Italy
Prof. Dan Dubina, Politehnica University of Timisoara, Romania
Assistant Prof. Mario D'Aniello, University of Naples "Federico II"
Assoc Prof. Aurel Stratan, Politehnica University of Timisoara, Romania
Lieu
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Chambre de Commerce Luxembourg7, rue Alcide de Gasperi
L-1615 Luxembourg
Luxembourg - Calculer l'itinéraire