0
  • DE
  • EN
  • FR
  • Internationale Datenbank und Galerie für Ingenieurbauwerke

Anzeige

Comparative Assessment of Enhanced Multi-mode Pushover Analysis Methods for Performance Based Design

 Comparative Assessment of Enhanced Multi-mode Pushover Analysis Methods for Performance Based Design
Autor(en): ,
Beitrag für IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010, veröffentlicht in , S. 840-841
DOI: 10.2749/222137810796063968
Preis: € 25,00 inkl. MwSt. als PDF-Dokument  
ZUM EINKAUFSWAGEN HINZUFÜGEN
Vorschau herunterladen (PDF-Datei) 0.05 MB

Performance Based Design is a logical design process to determine the performance of such structures where normal code-based prescriptive methods may not apply. Although Non-Linear Time History Ana...
Weiterlesen

Bibliografische Angaben

Autor(en):

Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010
Veröffentlicht in:
Seite(n): 840-841 Anzahl der Seiten (im PDF): 8
Seite(n): 840-841
Anzahl der Seiten (im PDF): 8
Jahr: 2010
DOI: 10.2749/222137810796063968
Abstrakt:

Performance Based Design is a logical design process to determine the performance of such structures where normal code-based prescriptive methods may not apply. Although Non-Linear Time History Analysis has proven to be the most appropriate and reliable approach to follow, it requires considerable effort, cost and skill, which may be either not practical or justified in many cases. For such cases, Non-linear Static Pushover Analysis has become a popular “tool” for PBD. However, NSPA has an inherent deficiency that its invariant load distribution cannot take the higher-mode effect into consideration which may have significant effects in structure, especially mid- to high-rise buildings. Several attempts had been made to develop NSPA so that the higher- mode effects can be considered. This paper investigates the effectiveness of several enhanced pushover methods in predicting the response of structures in comparison with NLTHA solution.