Model accuracy for the prediction of unreinforced clay brick masonry shear wall resistance.
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| Title: | Model accuracy for the prediction of unreinforced clay brick masonry shear wall resistance. |
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| Authors: | Gooch, Lewis J.1,2 (AUTHOR) lewis.gooch@newcastle.edu.au, Stewart, Mark G.1 (AUTHOR) mark.stewart@uts.edu.au, Masia, Mark J.2 (AUTHOR) mark.masia@newcastle.edu.au |
| Source: | Bulletin of Earthquake Engineering. May2026, Vol. 24 Issue 5, p2585-2613. 29p. |
| Subject Terms: | *Prediction models, *Masonry, *Shear strength, *Engineering standards, *Structural reliability, *Shearing force |
| Abstract: | Assessment of the accuracy of the predictive models of ultimate load resistance provisioned in design standards is essential to ensuring a minimum level of safety-in-design is maintained. Failure to apply accurate models may lead to overly conservative and non-economical designs, or structures that are unsafe at their intended ultimate limit state. This paper compares the predictive in-plane shear resistance models specified by the European, Canadian, Australian and U.S. masonry design standards, CSA S304-14 (CSA S304-14: Design of masonry structures. Canadian Standards Association, Mississauga, 2014), AS 3700 (AS3700: Masonry structures, Standards Australia, Sydney, 2018), EN 1996-1-1 (EN1996-1-1: Eurocode 6: design of masonry structures—Part 1–1:general rules for reinforced and unreinforced masonry structures, European Committee for Standardization, Brussels, 2022), and TMS 402/602-22 (TMS 402/602-22 Building code requirements and specification for masonry structures, The Masonry Society, Colorado, 2022) to the shear capacities determined experimentally from 72 full-scale cyclic shear tests on fully bedded, unreinforced clay-brick masonry walls. From these comparisons, the predictive capability of these design provisions has been assessed, and the model uncertainty has been derived in probabilistic terms to facilitate future reliability-based investigations. [ABSTRACT FROM AUTHOR] |
| Database: | Energy & Power Source |
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| Header | DbId: enr DbLabel: Energy & Power Source An: 193651664 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Model accuracy for the prediction of unreinforced clay brick masonry shear wall resistance. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Gooch%2C+Lewis+J%2E%22">Gooch, Lewis J.</searchLink><relatesTo>1,2</relatesTo> (AUTHOR)<i> lewis.gooch@newcastle.edu.au</i><br /><searchLink fieldCode="AR" term="%22Stewart%2C+Mark+G%2E%22">Stewart, Mark G.</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> mark.stewart@uts.edu.au</i><br /><searchLink fieldCode="AR" term="%22Masia%2C+Mark+J%2E%22">Masia, Mark J.</searchLink><relatesTo>2</relatesTo> (AUTHOR)<i> mark.masia@newcastle.edu.au</i> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Bulletin+of+Earthquake+Engineering%22">Bulletin of Earthquake Engineering</searchLink>. May2026, Vol. 24 Issue 5, p2585-2613. 29p. – Name: Subject Label: Subject Terms Group: Su Data: *<searchLink fieldCode="DE" term="%22Prediction+models%22">Prediction models</searchLink><br />*<searchLink fieldCode="DE" term="%22Masonry%22">Masonry</searchLink><br />*<searchLink fieldCode="DE" term="%22Shear+strength%22">Shear strength</searchLink><br />*<searchLink fieldCode="DE" term="%22Engineering+standards%22">Engineering standards</searchLink><br />*<searchLink fieldCode="DE" term="%22Structural+reliability%22">Structural reliability</searchLink><br />*<searchLink fieldCode="DE" term="%22Shearing+force%22">Shearing force</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: Assessment of the accuracy of the predictive models of ultimate load resistance provisioned in design standards is essential to ensuring a minimum level of safety-in-design is maintained. Failure to apply accurate models may lead to overly conservative and non-economical designs, or structures that are unsafe at their intended ultimate limit state. This paper compares the predictive in-plane shear resistance models specified by the European, Canadian, Australian and U.S. masonry design standards, CSA S304-14 (CSA S304-14: Design of masonry structures. Canadian Standards Association, Mississauga, 2014), AS 3700 (AS3700: Masonry structures, Standards Australia, Sydney, 2018), EN 1996-1-1 (EN1996-1-1: Eurocode 6: design of masonry structures—Part 1–1:general rules for reinforced and unreinforced masonry structures, European Committee for Standardization, Brussels, 2022), and TMS 402/602-22 (TMS 402/602-22 Building code requirements and specification for masonry structures, The Masonry Society, Colorado, 2022) to the shear capacities determined experimentally from 72 full-scale cyclic shear tests on fully bedded, unreinforced clay-brick masonry walls. From these comparisons, the predictive capability of these design provisions has been assessed, and the model uncertainty has been derived in probabilistic terms to facilitate future reliability-based investigations. [ABSTRACT FROM AUTHOR] |
| PLink | https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=enr&AN=193651664 |
| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1007/s10518-024-02089-3 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 29 StartPage: 2585 Subjects: – SubjectFull: Prediction models Type: general – SubjectFull: Masonry Type: general – SubjectFull: Shear strength Type: general – SubjectFull: Engineering standards Type: general – SubjectFull: Structural reliability Type: general – SubjectFull: Shearing force Type: general Titles: – TitleFull: Model accuracy for the prediction of unreinforced clay brick masonry shear wall resistance. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Gooch, Lewis J. – PersonEntity: Name: NameFull: Stewart, Mark G. – PersonEntity: Name: NameFull: Masia, Mark J. IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 05 Text: May2026 Type: published Y: 2026 Identifiers: – Type: issn-print Value: 1570761X Numbering: – Type: volume Value: 24 – Type: issue Value: 5 Titles: – TitleFull: Bulletin of Earthquake Engineering Type: main |
| ResultId | 1 |
