Study on Semi-Rigid Joint Performance and Stability Bearing Capacity of Disc-Type Steel Pipe Support
The current lack of standardized calculation methods for disc-buckle-type steel pipe supports, coupled with unsafe calculation length coefficients, has resulted in frequent safety incidents leading to severe casualties and economic losses. In this paper, the semi-rigidity characteristics of joints w...
Saved in:
| Main Authors: | Fankui Zeng, Guoxin Zou, Meng Ji, Jianhua Zhang |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2025-06-01
|
| Series: | Buildings |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2075-5309/15/11/1955 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Development and Performance Evaluation of a Novel Disc-Buckle Steel Scaffold Joint
by: Si Wei, et al.
Published: (2025-06-01) -
Methodology for determining the bearing capacity of tensioned tubular reinforced concrete elements
by: Roman Shmyh, et al.
Published: (2025-07-01) -
Bearing Capacity Analysis and Design Method of Q690 High Strength Steel Round Pipe in Bending
by: DU Mengxing, et al.
Published: (2025-03-01) -
EXPERIENCE 2500 IMPLANTATION OF PENILE SEMI-RIGIDITY PROSTHESES FOR ERECTILE DYSFUNCTION
by: M. I. Kogan, et al.
Published: (2013-06-01) -
Local Stability Analysis of a Composite Corrugated Steel Plate Pipe-Arch in Soil
by: Chengwen Che, et al.
Published: (2024-10-01)