Correction to: Crack initiation and propagation in unreinforced masonry specimens subjected to repeated in-plane loading during light damage

to related objects

Location: Deutsche Nationalbibliothek Frankfurt am Main

ISSN: 1573-1456

Extent: Online-Ressource

Language: Englisch

Notes: online resource.

Bibliographic citation: Correction to: Crack initiation and propagation in unreinforced masonry specimens subjected to repeated in-plane loading during light damage ; volume:17 ; number:11 ; day:27 ; month:8 ; year:2019 ; pages:6357 ; date:11.2019
Bulletin of earthquake engineering ; 17, Heft 11 (27.8.2019), 6357, 11.2019

Classification: Ingenieurbau und Umwelttechnik

Creator: Korswagen, Paul A.
Longo, Michele
Meulman, Edwin
Rots, Jan G.

Contributor: SpringerLink (Online service)

DOI: 10.1007/s10518-019-00703-3

URN: urn:nbn:de:101:1-2020021900471486145690

Rights: Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.

Last update: 14.08.2025, 10:59 AM CEST

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Korswagen, Paul A.
Longo, Michele
Meulman, Edwin
Rots, Jan G.
SpringerLink (Online service)

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$FE 2 $\mathrm{FE}}^{2}$ method to model graphene subjected to in‐plane loading$

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Analysis of unreinforced masonry structures with uncertain data : engineering methods in verification of unreinforced masonry walls subjected to in-plane shear (probabilistic and fuzzy approach)

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Analysis of unreinforced Masonry Structures with Uncertain Data : Engineering Methods in Verification of Unreinforced Masonry Walls Subjected to In-Plane Shear (Probabilistic and Fuzzy Approach)

Performance of single skin masonry walls subjected to hydraulic loading

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$FE 2 $\mathrm{FE}}^{2}$ method to model graphene subjected to in‐plane loading$

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Correction to: Crack initiation and propagation in unreinforced masonry specimens subjected to repeated in-plane loading during light damage

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Other Objects (12)

Analysis of unreinforced masonry structures with uncertain data : engineering methods in verification of unreinforced masonry walls subjected to in-plane shear (probabilistic and fuzzy approach)

Analysis of unreinforced Masonry Structures with Uncertain Data : Engineering Methods in Verification of Unreinforced Masonry Walls Subjected to In-Plane Shear (Probabilistic and Fuzzy Approach)

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Behaviour of retrofitted masonry shear walls subjected to cycling loading

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FE 2 $\mathrm{FE}}^{2}$ method to model graphene subjected to in‐plane loading

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