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Produktbild: Beam to Square Steel Tube Endplate Connection Using Thread-Fixed One-Side Bolts
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Beam to Square Steel Tube Endplate Connection Using Thread-Fixed One-Side Bolts Analysis and Design

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Beschreibung

Beam to Square Steel Tube Endplate Connection Using Thread-fixed One-side Bolts: Analysis and Design provides research information on thread-fixed one-side bolt (TOB), which is anchored through screwed threads in the bolt hole. Although beam-column endplate connections have been studied by many researchers...

Beschreibung

Beam to Square Steel Tube Endplate Connection Using Thread-fixed One-side Bolts: Analysis and Design provides research information on thread-fixed one-side bolt (TOB), which is anchored through screwed threads in the bolt hole. Although beam-column endplate connections have been studied by many researchers and been widely used in engineering applications, the standard high strength bolts are not convenient for the bolted beam to square tube column endplate connection. The one-side bolts, which can be installed and tightened from outside of the tube column, provide a solution for beam to closed section column bolted connections.
This book introduces the basic principles and design methods regarding the failure modes, and the design method of load carrying capacity of endplate connection using thread-fixed one-side bolts.

Produktdetails

Einband

Taschenbuch

Erscheinungsdatum

01.08.2024

Verlag Elsevier Science & Technology
Seitenzahl

418

Produktdetails

Einband

Taschenbuch

Erscheinungsdatum

01.08.2024

Verlag Elsevier Science & Technology
Seitenzahl

418

Maße (L/B/H)

22,9/15,3/2,1 cm

Gewicht

612 g

Sprache

Englisch

ISBN

978-0-443-21838-5

EU-Ansprechpartner

Elsevier B.V.
Radarweg 29
1043 NX Amsterdam
NL
productsafety@elsevier.com

Herstelleradresse

Elsevier Science & Technology
London Wall 125
EC2Y 5AS London
GB
tradeorders@elsevier.com

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Die Leseprobe wird geladen.
  • Produktbild: Beam to Square Steel Tube Endplate Connection Using Thread-Fixed One-Side Bolts
  • 1. Introduction
    2. Behavior of TOBs bolted sub-connection
    3. Behavior of TOBs bolted concrete-filled Endplate connection
    4. Behavior of repaired TOBs bolted Endplate connection
    5. Fire and post-fire behavior of TOBs sub-connection