An Experimental Study on the Cyclic Elasto-Plastic Behavior of High Strength Steel (SM570Q) Pipe Column.

Doboku Gakkai Ronbunshu
doi 10.2208/jscej.1998.591_233
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Japan Society of Civil Engineers

Related search

On THE STRENGTH AND STIFFNESS OF BEAM-TO-COLUMN CONNECTIONS IN STEEL PIPE COLUMNS : The Elasto-Plastic Behavior of Connections Subjected to Moment, Shear and Axial Loads

Transactions of the Architectural Institute of Japan
1972English

An Experimental Study on Elasto-Plastic Hysteretic Behaviour of Steel Partially Tapered Beam-Columns.

Doboku Gakkai Ronbunshu
2000English

2163) Experimental Study on Elasto-Plastic Behabiour of Wide-Flange Beam-Column Connections : I High Strength Friction Bolted Connections With Haunch(Structure)

Transactions of the Architectural Institute of Japan
1964English

Experimental and Numerical Study of the Plastic Cyclic Behaviour of a Steel Beam-To-Column Connection

2019English

Local Elasto-Plastic Behavior of Steel Beam to Concrete-Filled Square Steel Tube Column Moment Connections Using Electroslag Welding

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2009English

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

2015English

Elasto-Plastic Behavior of Thin-Walled Steel Tubes Under Combined Forces

Proceedings of the Japan Society of Civil Engineers
1975English

Elasto-Plastic Creep Thermal Deformation Behavior of Multi-Story Steel Frames Designed by the Plastic Method

Fire Safety Science
1989English

Elasto-Plastic Analysis of Steel Structures Under Cyclic Loading Using Minimum Residual Displacement Method.

Doboku Gakkai Ronbunshu
1996English

Amanote Research

Note-taking for researchers

Follow Amanote

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

Privacy PolicyRefund Policy