Seismic performance of bridge pier integrated by multiple steel pipes with directly-connected piles using soil-water coupled three-dimensional elasto-plastic finite element analysis
A bridge pier integrated by multiple steel pipes with directly-connected piles was proposed as a way to design a rational foundation for bridge pier structures, and its feasibility was examined by comparing its seismic behaviour with that of a bridge pier with a conventional footing. Through large-s...
Saved in:
Main Authors: | Muhammad Mahmood Ul Hassan, Koichi Isobe, Yasumasa Soga, Yasuo Sawamura, Hiroki Sugiyama, Masatsugu Shinohara |
---|---|
Format: | Article |
Language: | English |
Published: |
Elsevier
2025-03-01
|
Series: | Soils and Foundations |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S0038080625000058 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Analysis of Various Damping Models in The Simulation of the Seismic Response of Structures in the STARK ES Software
by: V. N. Simbirkin, et al.
Published: (2023-04-01) -
Impact analysis of tunnel crossing pile foundation at different angles
by: Zhongxi Tian, et al.
Published: (2025-02-01) -
Robust optimization of stabilizing piles for landslides composed of soil–rock mixtures
by: Yang Yu, et al.
Published: (2025-03-01) -
Supression of mechanical oscillations in a nonlinear systems with restriction
by: Genovaitė Zaksienė
Published: (2023-09-01) -
Analysis and Comparison of Methods for Determining Small Piles of Wood Chips Using Laser Scanning Technology
by: Miloš Gejdoš, et al.
Published: (2025-01-01)