Design Methods and Structural Components of Blast Enhanced Facades

Frank Wellershoff

doi:10.3233/978-1-61499-061-1-981

Design Methods and Structural Components of Blast Enhanced Facades

Frank Wellershoff^*

^*Korrespondierende/r Autor/-in für diese Arbeit

Fassadensysteme und Gebäudehüllen

Abstract

A “blast resistant” façade requires different numerical design methods and different structural components than a “normal” façade. The impulsive load requires a dynamic analysis with consideration of mass and inertia. To withstand an extreme blast load a façade should be flexible and able to absorb energy in properly designed and analyzed crash zones. These zones are the laminated glass and additional elasto-plastic connections along the load path to the sub structure.

Originalsprache	Englisch
Titel	Challenging Glass 3
Untertitel	Conference on Architectural and Structural Applications of Glass
Redakteure/-innen	Freek Bos, Christian Louter, Rob Nijsse, Fred Veer
Erscheinungsort	Amsterdam
Seiten	981–996
ISBN (elektronisch)	978-1-61499-061-1
DOIs	https://doi.org/10.3233/978-1-61499-061-1-981
Publikationsstatus	Veröffentlicht - 2012
Veranstaltung	3rd Challenging Glass Conference (CGC3) - Delft , Niederlande Dauer: 28 Juni 2012 → 29 Juni 2012

Tagung/Konferenz

Tagung/Konferenz	3rd Challenging Glass Conference (CGC3)
Land/Gebiet	Niederlande
Ort	Delft
Zeitraum	28/06/12 → 29/06/12

Zugriff auf Dokument

10.3233/978-1-61499-061-1-981

Dieses zitieren

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title = "Design Methods and Structural Components of Blast Enhanced Facades",

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author = "Frank Wellershoff",

year = "2012",

doi = "10.3233/978-1-61499-061-1-981",

language = "English",

isbn = "978-1-61499-060-4",

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note = "3rd Challenging Glass Conference (CGC3) ; Conference date: 28-06-2012 Through 29-06-2012",

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Design Methods and Structural Components of Blast Enhanced Facades. / Wellershoff, Frank.
Challenging Glass 3: Conference on Architectural and Structural Applications of Glass. Hrsg. / Freek Bos; Christian Louter; Rob Nijsse; Fred Veer. Amsterdam, 2012. S. 981–996.

Publikation: Beitrag in Buch/Konferenzband › Konferenzbeitrag/Konferenzpaper › Wissenschaftlicher Artikel/Beitrag

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AB - A “blast resistant” façade requires different numerical design methods and different structural components than a “normal” façade. The impulsive load requires a dynamic analysis with consideration of mass and inertia. To withstand an extreme blast load a façade should be flexible and able to absorb energy in properly designed and analyzed crash zones. These zones are the laminated glass and additional elasto-plastic connections along the load path to the sub structure.

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