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Transitioning to Seismic Design

 Transitioning to Seismic Design
Auteur(s):
Présenté pendant IABSE Conference: Engineering the Developing World, Kuala Lumpur, Malaysia, 25-27 April 2018, publié dans , pp. 419-426
DOI: 10.2749/kualalumpur.2018.0419
Prix: € 25,00 incl. TVA pour document PDF  
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Malaysia is currently in the process of transitioning from non-seismic to seismic design. Existing Malaysian building codes do not require seismic loads to be considered. However, with recent seism...
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Détails bibliographiques

Auteur(s): (Esteem Innovation (Asia) Sdn Bhd, Puchong, Selangor, Malaysia)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Conference: Engineering the Developing World, Kuala Lumpur, Malaysia, 25-27 April 2018
Publié dans:
Page(s): 419-426 Nombre total de pages (du PDF): 8
Page(s): 419-426
Nombre total de pages (du PDF): 8
DOI: 10.2749/kualalumpur.2018.0419
Abstrait:

Malaysia is currently in the process of transitioning from non-seismic to seismic design. Existing Malaysian building codes do not require seismic loads to be considered. However, with recent seismic activity in Malaysia and nearby region, Malaysia is spurred into action to consider seismic loads. Seismic design brings with it unique considerations and challenges. This paper will examine the effects of seismic activity on structures and how they can be considered in design. Discussed in this paper are the considerations required for structures complying with Malaysian National Annex (MS EN 1998-1) which includes the response spectrum, modal analysis, modal combination, accidental eccentricity, load combinations and seismic design. Computer methods using the Esteem Structural Software will be presented.

Mots-clé:
design ingénieur