The Structural Safety Assessment of the Overloaded Members of Highway Bridges
A residual reliability index of load-carrying structures of existing highway bridges overloaded by unforeseen vehicular live loads is discussed. The primary and inspection structural safety margins of particular members of bridges are considered. The primary and revised survival probabilities of int...
Saved in:
Main Author: | Antanas Kudzys |
---|---|
Format: | Article |
Language: | English |
Published: |
Riga Technical University Press
2009-12-01
|
Series: | The Baltic Journal of Road and Bridge Engineering |
Subjects: | |
Online Access: | https://bjrbe-journals.rtu.lv/article/view/3822 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Reliability of Girder Bridge System under Lateral Uneven Vehicular Overloads
by: Liu Lang, et al.
Published: (2024-09-01) -
Precast Spun Concrete Piers in Road Bridges and Footbridges
by: Antanas Kudzys, et al.
Published: (2008-12-01) -
A Simplified Shear-Strain Based Bridge Weigh-In-Motion Method For In-Service Highway Bridges
by: Sergio Lobo Aguilar, et al.
Published: (2019-04-01) -
Teleolojik Argüman’ın Bayes Teoremiyle İmtihanı: Wesley Salmon’un Argümanına İlişkin Bir Değerlendirme
by: İbrahim Yıldız
Published: (2022-11-01) -
Mitigasi Blackout Akibat Overload melalui Implementasi Prioritas Beban dalam Skema Overload Shedding
by: FATKHIYATI RISQI, et al.
Published: (2024-07-01)