Sonstiges, Englisch, Band Volume 574, 214 Seiten, Format (B × H): 125 mm x 142 mm, Gewicht: 200 g
Reihe: Key Engineering Materials
Special topic volume with invited peer reviewed papers only.
Sonstiges, Englisch, Band Volume 574, 214 Seiten, Format (B × H): 125 mm x 142 mm, Gewicht: 200 g
Reihe: Key Engineering Materials
ISBN: 978-3-03795-536-9
Verlag: Trans Tech Publications
Autoren/Hrsg.
Fachgebiete
Weitere Infos & Material
Cracking Control for Diaphragm of Long-Span Prestressed Concrete Box Girder Bridge at the Early AgeRapid Assessment Method of Girder Bridge Carrying Capacity Based on Traffic Running TestProspect Analysis of the Application of BFRP Bar to BridgesParameter Analysis of Vehicle-Bridge Coupling of Half through CFST Arch Bridge due to VehicleDesign on Dynamic Performance of Highway Bridges to Moving Vehicular LoadsDynamic and Mitigation Analysis of Seismic Pounding Effect on Multi-Span Highway Bridges Subjected to Spatial EarthquakesModified Damage Assessment and Repair Design for Underpass Bridge Based on Fire EffectReliability Prediction of Bridges Based on Monitored Data and Bayesian Dynamic ModelsInvestigation of the Optimal Construction of the One-Cave Tunnel with Double-Arch SectionReliability Analysis of Two-Dimensional Series Portal-Framed Bridge System Based on Mixed Copula FunctionsReview of the Application of Finite Element Model Updating to Civil StructuresANSYS-Based Spatial Coupled Vibration Analysis Method of Vehicle-Bridge Interaction SystemProblems and Suggestions of Chinese Highway Bridge Seismic DesignDevelopment and Challenge of the Vehicle and Highway Bridges Dynamic InteractionA Practical Method for the Construction of the Supporting System of Covered Excavation of Metro StationSafety Assessment of Slant Legged Rigid Frame Bridge Based on Field TestingThe Ratio Optimization of Side to Main Span in Low-Pylon Cable-Stayed Bridge Based on Yudao River BridgePerformance Evaluation of a Damaged Bridge by Using the Method Based on Dynamical CharacteristicDevelopment and some Key Issues of Modal Parameter Identification in Bridges