Automatic Calculation Method for Effective Length Factor of Bridge Piers Considering Shear Deformation
The effective length factor (ELF) of bridge piers, a critical design parameter, is determined by solving the transcendental equation governing stability. Efficient and accurate solutions to these equations under various constraints are essential for automating bridge design software. In this paper,...
Saved in:
Main Authors: | Shuiping Fang, Chongjun Liu, Chun Zhang |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2024-12-01
|
Series: | Buildings |
Subjects: | |
Online Access: | https://www.mdpi.com/2075-5309/15/1/46 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Research on the Manufacturing Process of Steel Bridge Piers for Suspended Monorail Transit
by: YIN Guifang, et al.
Published: (2025-01-01) -
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
by: Muhammad Mahmood Ul Hassan, et al.
Published: (2025-03-01) -
Evaluate the Depth of Scouring of the Bridge Base Using Soft Calculation Techniques
by: Zhangabay Nurlan
Published: (2022-07-01) -
Experimental Study on the Seismic Behavior of CFST Self-Centering Rocking Bridge Piers
by: Wei Lu, et al.
Published: (2025-01-01) -
Damage Evaluation of Concrete Bridge with Steel Piers Subjected to Explosive Loads
by: Sohrab Mirassi, et al.
Published: (2024-10-01)