Parametric Analyses of Dynamic Characteristic of the Cable-Stayed Pedestrian Bridge
The paper presents characteristics of the structural system and results of dynamic field tests and numerical parametric analyses of three-span, two-pylon, cable-stayed pedestrian bridge with steel-concrete composite deck and spans of 25.5 + 60.0 + 25.5 m. The footbridge is characterized by increased...
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2017-12-01
|
| Series: | Civil and Environmental Engineering Reports |
| Subjects: | |
| Online Access: | https://doi.org/10.1515/ceer-2017-0052 |