Tubular Structures VII | Proceedings of the seventh international symp

Book

Tubular Structures VII

ABSTRACT

This volume contains 60 papers dealing with research results in the field of tubular structures. The following areas are covered: applications; static and fatigue behaviour of hollow section joints; beam-to-column connections; concrete-filled steel tubes; and optimum design.

TABLE OF CONTENTS

part 1|95 pages

Applications

chapter |5 pages

Design and fabrication of the reticulated tubular dome structure of a sports hall in Budapest

chapter |8 pages

CIDECT research and development in the use of hollow steel sections and their impact on Eurocodes and other national and international standards

chapter |7 pages

Delta – A tubular structure with a new connection

chapter |4 pages

Evaluation of load tests for tubular structures

chapter |8 pages

Tubular look-out tower of the form of a hyperboloid of revolution

chapter |7 pages

General approach of plastic hinges formed on thin-walled tubes in the design of a bus frame

chapter |8 pages

Steel tubular structures: From history to present at the TU of Brno

chapter |6 pages

Design of tubular towers for wind power units

chapter |8 pages

Design of light steel joists with use of Hollow Structural Sections

chapter |4 pages

Behaviour to corrosion of some steel works sited in heavy aggressive environment

chapter |5 pages

Tubular trusses of a Hungarian church

chapter |6 pages

Water pipeline bridge over the river Ibar in Yugoslavia

chapter |8 pages

Structural behaviour of Oktalok space frame

chapter |5 pages

Project and execution of a roof space structure of 39 × 39 m

part 2|124 pages

Static behaviour of circular and rectangular hollow sections joints

chapter |8 pages

Shear capacity of blind bolted connections for RHS steel structural elements

chapter |7 pages

Prying action in bolted circular flange joints in tubular structures

chapter |8 pages

Regression formulation for the static strength of multiplanar CHS double X-joints subjected to axial loads under different load ratio

chapter |8 pages

Effect of angle on the strength of overlapped RHS K- and X-joints

chapter |8 pages

Effects of chord can length and overlap on the strength of K-joints in CHS tubular members

chapter |4 pages

The behaviour of stiffened and unstiffened RHS joints in half-through (U-frame) footbridges

chapter |6 pages

Load-displacement relationship of bolted end-plate joints in tubular section structures

chapter |8 pages

Strength of multiplanar tubular KK-joints under anti-symmetrical axial loading

chapter |8 pages

Introduction to unstiffened CHS tubular joint database

chapter |8 pages

A new ultimate capacity formula for unstiffened CHS joints under compression — Continuous formula between T, TT and X-joints

chapter |8 pages

A comparison of the behaviour of RHS bird beak T-joints with normal RHS and CHS systems

chapter |8 pages

The static behaviour of multiplanar tubular XX-joints loaded by in-plane bending moments on the in-plane and out-of-plane braces

chapter |7 pages

Tests on CHS planar KK-joints under anti-symmetrical loads

chapter |8 pages

Analytical and numerical investigations on the static strength of full width rectangular hollow section X-joints under different load cases

chapter |8 pages

Influence of chord bending moments on the ultimate load capacity of X-joints in rectangular hollow sections

chapter |8 pages

Verification of the deformation limit for T-joints in cold-formed RHS sections

part 3|40 pages

Beam-to-column connections

chapter |6 pages

Prediction of the non-linear behaviour of beam-to-column connections with rectangular hollow sections

chapter |7 pages

Parametric study on the static behaviour of uniplanar I-beam-to-tubular column connections loaded with in-plane bending moments combined with pre-stressed columns

chapter |8 pages

Joints behaviour in the middle scale tests of steel frames with RHS columns

chapter |8 pages

Classification system for I beam-to-RHS column connections

chapter |8 pages

Experimental study on end-plate to SHS column connections reinforced by increasing wall thickness with one side bolts

part 4|70 pages

Fatigue and repeated loading

chapter |8 pages

Remaining fatigue life of cracked tubular joints

chapter |5 pages

Multiaxial ratchetting for 2014-T6 aluminium alloy tube

chapter |8 pages

Kobe Earthquake damage to high-rise Ashiyahama apartment buildings: Brittle tensile failures of box section columns

chapter |8 pages

Fatigue crack growth in tubular T-joints under in-plane bending

chapter |8 pages

Incremental collapse of KT-joints under variable repeated loading

chapter |8 pages

Prediction of stress concentration factors in K-joints under balanced axial loading

chapter |6 pages

Fatigue resistance predictions for RHS K-joints, using two alternative methods

chapter |8 pages

Fatigue behaviour of non-90° square hollow section X-connections

chapter |8 pages

Stress concentration factors for K-connections between square hollow sections

part 5|40 pages

Concrete-filled steel tubes

chapter |8 pages

Experimental testing of flowdrill connectors with concrete-filled SHS columns

chapter |8 pages

Projects in hollow concrete-filled steel tubular structures

chapter |6 pages

Fatigue behaviour and ultimate capacity of grouted tubular joints

chapter |8 pages

Feasibility of concrete-filled HSS trusses

chapter |8 pages

Behaviour of asymmetrically loaded concrete-filled tubular columns

part 6|42 pages

Behaviour and testing of tubular members

chapter |7 pages

Static and dynamic tests on aluminium square hollow section members combined with fiber reinforced plastic and rubber layers

chapter |6 pages

A new Jlc measurement method for tubular structures

chapter |9 pages

Rotation capacity of rectangular hollow section beams

chapter |8 pages

Stub column test of high-strength CHS steel column with small diameter-to-thickness ratio

chapter |8 pages

Beam column test of high-strength CHS steel column with small diameter-to-thickness ratio

part 7|48 pages

Offshore structures and pipelines

chapter |6 pages

Analysis problems of tubular offshore structures

chapter |6 pages

Ekofisk 2/4 X wellhead platform – Design for the effect of subsidence

chapter |5 pages

New types of pipes of a prestressed structure for main pipelines

chapter |8 pages

A finite strain shell model for the analysis of moderately thick-walled tubes and pipe bends

chapter |6 pages

The effect of geometrical imperfections on the stress state of pipe structures

chapter |6 pages

A FEM based expert system for planning optimal elements of pipelines

chapter |4 pages

Residuai stress measurement and analysis of welded tubes of oil pipeline

chapter |4 pages

Residuai stress variation and redistribution of SSAW tube before and after hydrostatic testing

part 8|29 pages

Optimum design

chapter |6 pages

Minimum cost design of Vierendeel square hollow section trusses

chapter |6 pages

Optimum design and imperfection-sensitivity of centrally compressed SHS and CHS aluminium struts

chapter |7 pages

Optimization of tubular columns prestressed by tension ties

chapter |7 pages

A knowledge based system to support joint fabrication decision making at the design stage – Case studies for CHS trusses