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Transitioning to Seismic Design

 Transitioning to Seismic Design
Autor(en):
Beitrag für IABSE Conference: Engineering the Developing World, Kuala Lumpur, Malaysia, 25-27 April 2018, veröffentlicht in , S. 419-426
DOI: 10.2749/kualalumpur.2018.0419
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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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Bibliografische Angaben

Autor(en): (Esteem Innovation (Asia) Sdn Bhd, Puchong, Selangor, Malaysia)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Conference: Engineering the Developing World, Kuala Lumpur, Malaysia, 25-27 April 2018
Veröffentlicht in:
Seite(n): 419-426 Anzahl der Seiten (im PDF): 8
Seite(n): 419-426
Anzahl der Seiten (im PDF): 8
DOI: 10.2749/kualalumpur.2018.0419
Abstrakt:

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.

Stichwörter:
Entwurf Stahlbeton Analyse Ingenieur