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Semi-Rigid Joints in Structural Steelwork

  • Miklos Ivanyi
  • Charalambos C. Baniotopoulos

Part of the International Centre for Mechanical Sciences book series (CISM, volume 419)

Table of contents

  1. Front Matter
    Pages ii-xi
  2. U. Kuhlmann, F. Kühnemund
    Pages 167-225
  3. F. Wald
    Pages 227-288
  4. C. C. Baniotopoulos
    Pages 289-347

About these proceedings

Introduction

Definition of semi-rigid steel structural connections, classification and influence to the structural response of sway and non-sway steel frames. Sources of connection compliance, ductility and the application of the component method for characterization of the joint properties. Verification procedures for the available and the required capacity of joints and the design of semi-rigid steel structural connections. Application of the Finite Element Method for the simulation of the structural response of semi-rigid connections taking into account all prominent nonlinear phenomena (cf. e.g. contact, friction and plasticity).

Keywords

Building Construction Civil Engineering building construction civil engineering construction Eurocode Eurocode 3 Fundament simulation steel

Editors and affiliations

  • Miklos Ivanyi
    • 1
  • Charalambos C. Baniotopoulos
    • 2
  1. 1.Budapest University of Technology and EconomicsHungary
  2. 2.Aristotle University of ThessalonikiGreece

Bibliographic information

  • DOI https://doi.org/10.1007/978-3-7091-2478-9
  • Copyright Information CISM Udine 2000
  • Publisher Name Springer, Vienna
  • eBook Packages Springer Book Archive
  • Print ISBN 978-3-211-83331-5
  • Online ISBN 978-3-7091-2478-9
  • Series Print ISSN 0254-1971
  • Series Online ISSN 2309-3706
  • Buy this book on publisher's site
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