The Remaining Compressive Capacity of H-Shaped Column With Localized Corrosion

doi 10.18057/icass2018.p.044
Full Text
Abstract

Available in full text

Date
Authors
Publisher

The Hong Kong Institute of Steel Construction

Related search

Effects of Compressive Stress on Localized Corrosion in AA2024-T3

Corrosion Science
Materials ScienceChemistryChemical Engineering
2006English

Study on Ultimate Bending Strength and Deformation Capacity of H-Shaped Beam Connected to RHS Column With Through Diaphragms

Journal of Structural and Construction Engineering (Transactions of AIJ)
1988English

Evaluation of Deformation Capacity of Ces Columns With H-Shaped Steel

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2012English

Required Bracing Capacity on Lateral Buckling Strength for H-Shaped Beams With Bracings

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2011English

Hysteresis Loop Model of Joint Panels in H-Shaped Column to Beam Connections

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2005English

General Corrosion and Localized Corrosion of the Drip Shield

2003English

Improvement of Plastic Deformation Capacity of H-Shaped Steel Beam With Flat Bar on Neutral Axis

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2003English

Localized Corrosion of Stainless Steels Part 2 Intergranular Corrosion

Tetsu-To-Hagane/Journal of the Iron and Steel Institute of Japan
AlloysCondensed Matter PhysicsMetalsTheoretical ChemistryMaterials ChemistryPhysical
1977English

Localized Corrosion Behavior of Type 304SS With a Silica Layer Under Atmospheric Corrosion Environments

2006English

Amanote Research

Note-taking for researchers

Follow Amanote

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

Privacy PolicyRefund Policy