Geometrical and Metallurgical Notches of Welded Joints of Steel Beam-To-Column Connections

Journal of Structural and Construction Engineering - Japan
doi 10.3130/aijs.74.551
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Architectural Institute of Japan

Related search

Experimental Study of Beam to Concrete-Filled Elliptical Steel Tubular Column Connections

Thin-Walled Structures
BuildingCivilConstructionMechanical EngineeringStructural Engineering
2015English

Experimental Evaluation of the Full-Range Behaviour of Steel Beam-To-Column Connections

2020English

Seismic Performance of Full-Scale Joints Composed by Concrete-Filled Steel Tube Column and Reinforced Concrete Beam With Steel Plate-Stud Connections

Advances in Civil Engineering
CivilStructural Engineering
2019English

Cyclic Response of a Steel Beam-To-Column Connections – An Experimental and Numerical Study

2015English

Research and Development of Beam-To-Column Connections in Concrete-Filled Tubular Steel Structures

Concrete Journal
2000English

STRESS-STRAIN BEHAVIORS AND PLASTIC FATIGUE OF WELDED BEAM-TO-COLUMN CONNECTIONS : Part 1 Constant Deflection Tests

Transactions of the Architectural Institute of Japan
1983English

LIMIT ANALYSIS OF BEAM-COLUMN CONNECTIONS (VII-2) : Connections of Wide-Flange Beam to Box-Column Subjected to Bending and Thrust

Transactions of the Architectural Institute of Japan
1969English

Effect of Panel Zone Strength on Ductility Capacity of Welded Beam-To-Column Connections Without Continuity Plates

2016English

Elastoplastic Behavior of Panel Zone in Steel Beam-To-Concrete Filled Square Steel Tube Column Moment Connections

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2014English

Amanote Research

Note-taking for researchers

Follow Amanote

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

Privacy PolicyRefund Policy