Kinematic Interaction and Rocking Effects on the Seismic Response of Viaducts on Pile Foundations

2008 ◽  
Author(s):  
F. Dezi ◽  
S. Carbonari ◽  
G. Leoni ◽  
Adolfo Santini ◽  
Nicola Moraci
Keyword(s):  
Seismic Response ◽  
Pile Foundations ◽  
Kinematic Interaction

Influence of Ground Properties on Seismic Response of Tower Cranes Supported by Pile Foundations

2008 ◽  
Vol 1 (1) ◽  
pp. 37-46
Author(s):  
Satoshi TAMATE ◽  
Yasuo TOYOSAWA ◽  
Seiji TAKANASHI ◽  
Kazuya ITOH ◽  
Naoaki SUEMASA ◽  
...  
Keyword(s):  
Seismic Response ◽  
Pile Foundations

scholarly journals Intensity measures for the seismic response of pile foundations

2009 ◽  
Vol 29 (6) ◽  
pp. 1046-1058 ◽  
Author(s):  
Brendon A. Bradley ◽  
Misko Cubrinovski ◽  
Rajesh P. Dhakal ◽  
Gregory A. MacRae
Keyword(s):  
Seismic Response ◽  
Pile Foundations ◽  
Intensity Measures

scholarly journals A Review on Effect of Pile Stiffness on Seismic Response of Structure

2021 ◽  
Vol 9 (12) ◽  
pp. 772-774
Author(s):  
Mohit Bharat Dange
Keyword(s):  
Seismic Response ◽  
Pile Foundation ◽  
Seismic Loading ◽  
Pile Foundations ◽  
Seismic Behaviour ◽  
Foundation Design ◽  
Earthquake Loads ◽  
Pile Cap ◽  
Seismic Forces ◽  
Shaky Ground

Abstract: Pile foundations are widely employed for a variety of structures on shaky ground. The importance of seismic design in ensuring the effective operation of a structure under severe seismic loading conditions cannot be overstated. For the analysis of seismic forces on a structure, IS 1893 will be employed. This research entails the choosing of a specific form of building structure. A comparison of buildings with and without pile foundations will be shown. Because of the differences in their properties, the seismic behaviour of the various structures differs. The influence of pile stiffness on the structure's seismic response will be investigated. The rigidity of the piling foundation could have an impact on the structure.With the rise in seismic activity, there may be a need for more efficient pile foundation design to withstand earthquake loads. The major goal of this study is to compare pile stiffness with changes in diameter and zone. Keywords: Pile Foundation, STAAD-Pro, Structure, Stiffness, zone, Pile Cap, Load Estimation, Pile cap, Pattern of Pile.

Seismic Response of Reinforced Concrete Frames on Pile Foundations

2012 ◽  
Vol 18 (12) ◽  
pp. 1243-1250
Author(s):  
Francesca Dezi ◽  
Sandro Carbonari ◽  
Fabrizio Gara ◽  
Graziano Leoni
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Pile Foundations ◽  
Concrete Frames ◽  
Reinforced Concrete Frames

Seismic Response Analysis of Pile Foundations

2010 ◽  
Vol 28 (3) ◽  
pp. 275-286 ◽  
Author(s):  
Thuraisamy Thavaraj ◽  
W. D. Liam Finn ◽  
Guoxi Wu
Keyword(s):  
Seismic Response ◽  
Pile Foundations ◽  
Response Analysis ◽  
Seismic Response Analysis
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