Comparision of Constant-Span and Influence Line Methods for Long-Span Bridge Load Calculations
Traffic load models available in building standards are most often developed for short or medium span bridges, however, it is necessary to develop traffic load models just for long span bridges, because the most unfavourable traffic situations are different. Weigh-in-Motion system data from highway...
Saved in:
| Main Authors: | Ainars Paeglitis, Andris Freimanis |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Riga Technical University Press
2016-03-01
|
| Series: | The Baltic Journal of Road and Bridge Engineering |
| Subjects: | |
| Online Access: | https://bjrbe-journals.rtu.lv/article/view/3324 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Traffic Load Models for Latvian Road Bridges With Span Length up to 30 Meters
by: Andris Paeglitis, et al.
Published: (2014-06-01) -
Estimation of Extreme Load Effects on Long-Span Bridges Using Traffic Image Data
by: Elena Alexandra Micu, et al.
Published: (2018-12-01) -
Direct Measurement of Dynamics in Road Bridges Using a Bridge Weigh-In-Motion System
by: Eugene J. OBrien, et al.
Published: (2013-12-01) -
Evaluation of a Current Vehicle Load Model Using Weigh-in-Motion Records: A Case in China
by: Zigang Xu, et al.
Published: (2016-09-01) -
Parametric Analysis of Multi-Span Cable-Stayed Bridges Under Alternate Loads
by: Hiram Arellano, et al.
Published: (2019-12-01)