Moment-capacity and rotational stiffness of endplate connections to concrete-filled tubular columns with flowdrilled connectors-Reference-Cited by-同舟云学术

Moment-capacity and rotational stiffness of endplate connections to concrete-filled tubular columns with flowdrilled connectors

Published:1999-04 Issue:1 Volume:50 Page:35-48
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

France John E,Buick Davison J,A. Kirby Patrick

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference5 articles.

1. Bergmann R, Matsui C, Meinsma C, Dutta D. Design guide for concrete filled hollow section columns under static and seismic loading. CIDECT, Verlag TÜV Rheinland, Köln, 1995.

2. Wang YC, Moore DB. A design method for concrete-filled, hollow section, composite columns. Journal of the Institution of Structural Engineers 1997;75(21):368–73.

3. Strength and rotational stiffness of simple connections to tubular columns using flowdrill connectors;France;J Constructional Steel Research,1999

4. Strength and rotational response of rigid connections to tubular columns using flowdrill connectors;France;J Constructional Steel Research,1999

5. Flowdrill jointing with hollow sections, Interim report. British Steel Tubes and Pipes, TD366A/E/, October 1993.

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