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

Anzeige

Development of a Reference for Seismic Amplification: The Case of Metro Manila

 Development of a Reference for Seismic Amplification: The Case of Metro Manila
Autor(en): ,
Beitrag für IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016, veröffentlicht in , S. 1015-1022
DOI: 10.2749/stockholm.2016.1002
Preis: € 25,00 inkl. MwSt. als PDF-Dokument  
ZUM EINKAUFSWAGEN HINZUFÜGEN
Vorschau herunterladen (PDF-Datei) 0.19 MB

The evident seismicity of the Philippines has brought about a need to account for all possible factors that dictate the intensity of ground shaking during earthquakes. Ground shaking can be signifi...
Weiterlesen

Bibliografische Angaben

Autor(en): (De La Salle University, Manila, Philippines)
(De La Salle University, Manila, Philippines)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016
Veröffentlicht in:
Seite(n): 1015-1022 Anzahl der Seiten (im PDF): 8
Seite(n): 1015-1022
Anzahl der Seiten (im PDF): 8
Jahr: 2016
DOI: 10.2749/stockholm.2016.1002
Abstrakt:

The evident seismicity of the Philippines has brought about a need to account for all possible factors that dictate the intensity of ground shaking during earthquakes. Ground shaking can be significantly increased by the local soil conditions that exist in a particular site, generally known as soil amplification. The lack of a reference for soil amplification hinders the proper consideration of the effect of local soil conditions in ground shaking during earthquakes. Shear wave velocities, Vs and other soil characteristics were utilized in order to analyse the effect of soil conditions in ground motions. Probabilistic Seismic Hazard Analysis was performed incorporating the effects of soil amplification in order to estimate values of peak ground acceleration with a Probability of Exceedance of 10% in 50 years. The obtained values range from 0.27 g to 0.49 g, generally attributed to the variability of the soil conditions that exist at the site considered.

Stichwörter:
Erdbeben Scherwellengeschwindigkeit

Geografische Orte