Contribution to the Design of Bolted Angle Connection in the Steel Structures

Facta universitatis - series: Architecture and Civil Engineering
doi 10.2298/fuace0401001v
Full Text
Abstract

Available in full text

Date
Authors
Publisher

National Library of Serbia

Related search

Experimental Study of CFST Column to Steel Beam Bolted Connection With Curved End-Plates

2019English

Connection Behaviour and the Robustness of Steel-Framed Structures in Fire

MATEC Web of Conferences
Materials ScienceEngineeringChemistry
2018English

Elastic Behaviour of Bolted Connection Between Cylindrical Steel Structure and Concrete Foundation

Journal of Constructional Steel Research
BuildingMechanics of MaterialsAlloysCivilStructural EngineeringConstructionMetals
2015English

The Application of Welded, Bolted and Riveted Connections in HSLA Steel in Structures Subjected to High Dynamic Loading

International Journal of Fatigue
Mechanics of MaterialsMaterials ScienceIndustrialMechanical EngineeringManufacturing EngineeringSimulationModeling
1992English

To Investigate the Contribution of Steel Reinforcement in Corner Region of Masorny Wall for Improving Key Connection

IOSR Journal of Mechanical and Civil Engineering
2017English

Trends in the Code Design of Steel Framed Structures

2018English

Prediction of Ultimate Behaviors in Cold-Formed Steel Bolted Connection by the Introduction of Initial Geometric Imperfection in FE Modeling

ISIJ International
Mechanics of MaterialsAlloysMaterials ChemistryMetalsMechanical Engineering
2008English

Fire Design of Steel Structures

International Journal for Computational Civil and Structural Engineering
2019English

Integrity of Bolted Angle Connections Subjected to Simulated Column Removal

Journal of Structural Engineering
BuildingMaterials ScienceMechanical EngineeringCivilStructural EngineeringConstructionMechanics of Materials
2016English

Amanote Research

Note-taking for researchers

Follow Amanote

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

Privacy PolicyRefund Policy