Assessment of vehicular live load and load factors for design of short-span bridges according to the new Egyptian Code
The new Egyptian Code (ECP-201:2012) introduces new vehicular live loads (VLL) and new load combinations for the design of roadway bridges. The new VLL and load combinations introduced in ECP-201:2012 are fundamentally different than those presented in previous versions of the code. The impact of th...
Main Authors: | Hatem M. Seliem, Mostafa Eid, Alaa G. Sherif |
---|---|
Format: | Article |
Language: | English |
Published: |
Taylor & Francis Group
2015-04-01
|
Series: | HBRC Journal |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S1687404814000194 |
Similar Items
-
Comparision of Constant-Span and Influence Line Methods for Long-Span Bridge Load Calculations
by: Ainars Paeglitis, et al.
Published: (2016-03-01) -
Single and multiple presence statistics for bridge live load based on weigh-in-motion data
by: E. L. PORTELA, et al.
Published: (2017-11-01) -
Towards actual brazilian traffic load models for short span highway bridges
by: C. E. Rossigali, et al. -
Effect of beam joinery on bridge structural stability
by: Doungporn Wiwatanapataphee, et al.
Published: (2019-06-01) -
IN-SERVICE CONDITION ASSESSMENT OF LONG-SPAN BRIDGES BASED ON TRAFFIC LOAD EFFECTS USING MONITORING DATA
by: Rui-feng Nie, et al.
Published: (2018-10-01)