Capacity Models for Shear-Critical Rc Bridge Piers With Hollow Cross-Section

doi 10.7712/120117.5449.17545
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece

Related search

Seismic Behaviour of Poorly Detailed Rc Bridge Piers With Hollow Cross-Section

2017English

Shear Capacity Models for Rc Columns With FRCC Jacketing

2019English

Threshold Accepting Optimization of Road Vaults and Rectangular Hollow Bridge Piers

WIT Transactions on the Built Environment
BuildingReliabilityArtsTransportationRiskHumanitiesAutomotive EngineeringStructural EngineeringCivilConstructionSafetyArchitectureComputer Science ApplicationsSafety ResearchQuality
2007English

On the Ten Spans Continuous Rc Hollow Slab Bridge

Concrete Journal
1980English

Parameter Identification for Nonlinear Behavior of RC Bridge Piers Using Sequential Modified Extended Kalman Filter

Smart Structures and Systems
ControlElectronic EngineeringComputer Science ApplicationsElectricalSystems Engineering
2008English

Proposal of Design Equation for Ductility Capacity of Seismic Retrofitting Method With Continuous Fiber Rope for Rc Piers

Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures)
2017English

Research on the Practical Use of Sd490 Rebars for the Axial Reinforcements of Rc Bridge Piers

Doboku Gakkai Ronbunshu
2004English

Influence of Non-Stationary Content of Ground-Motions on Nonlinear Dynamic Response of RC Bridge Piers

Bulletin of Earthquake Engineering
BuildingGeotechnical EngineeringCivilStructural EngineeringConstructionGeophysicsEngineering Geology
2017English

Flange Strain Measurement in Shear Critical RC T-Beams

Advances in Structural Engineering
BuildingCivilConstructionStructural Engineering
2006English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2025 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy