Calculation and Improvement of Complex Mechanical Properties of the Mega Arch Dam under Multiple Loads Based on Finite Element Methods
Researches on dynamic responses of the arch dam under seismic waves were not systematic and perfect enough in published papers. They rarely proposed measures to improve the antiseismic performance of the arch dam under seismic waves. Based on the finite element method, this paper completed a systema...
Saved in:
Main Authors: | Chenghua Fu, Hongbo Zhou, Yanfang Pan |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
|
Series: | Complexity |
Online Access: | http://dx.doi.org/10.1155/2018/2582561 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
The Effect of Shear Sliding of Vertical Contraction Joints on Seismic Response of High Arch Dams with Fine Finite Element Model
by: Shengshan Guo, et al.
Published: (2020-01-01) -
Seismic Safety Review of Gravity Dam Based on Finite Element Method
by: Guanchao Xu, et al.
Published: (2022-01-01) -
Complexity of Construction Mega Infrastructure Project
by: Changzhi Wu, et al.
Published: (2018-01-01) -
Seismic analysis of Souk Tlata dam behaviour using finite element simulation
by: Samia Louadj, et al.
Published: (2022-02-01) -
Effects of Contraction Joints on Vibrational Characteristics of Arch Dams: Experimental Study
by: S. S. Wang, et al.
Published: (2015-01-01)