Longitudinal Displacement Behavior and Girder End Reliability of a Jointless Steel-Truss Arch Railway Bridge During Operation

Applied Sciences (Switzerland) - Switzerland
doi 10.3390/app9112222
Full Text
Abstract

Available in full text

Date
Authors
Publisher

MDPI AG

Related search

Displacement at Girder End of Long-Span Railway Steel Bridges and Performance Requirements for Bridge Expansion Joint

2018English

Design of a Rigid-Frame Steel Truss Arch Bridge

2018English

Seismic Behavior of Steel Girder Bridge Superstructures

Journal of Bridge Engineering
BuildingCivilConstructionStructural Engineering
2004English

Dynamic Effects of Longitudinal Movement of Stiffening Girder of Railway Suspension Bridge

Proceedings of the Japan Society of Civil Engineers
1982English

Damage Identification for High-Speed Railway Truss Arch Bridge Using Fuzzy Clustering Analysis

Structural Monitoring and Maintenance
RiskCivilStructural EngineeringReliabilitySafetyQuality
2016English

Discussion. Glasgow Bridge, Railway Bridge Over Fitzroy River and the Niagara Falls and Clifton Steel Arch Bridge.

Minutes of the Proceedings of the Institution of Civil Engineers
1901English

Non-Linear Behavior of Innovative Steel Cable-Stayed Bridge Stiffening Girder

2019English

Akkagawa Railway Bridge (Deck-Type Prestressed Concrete Truss Bridge)

Proceedings of the Japan Society of Civil Engineers
1977English

Load Capacity Assessment and Strengthening of a Railway Arch Bridge With Backfill

IABSE Symposium Report
2013English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2024 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy