Design of Steel Structures for Buildings in Seismic Areas

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  • Icon 14 h
  • icon Formation présentielle
  • icon Cours du jour
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1 300,00 EUR

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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

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