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Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics
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Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics
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Issue
March - Volume 163, Issue 1, Pages 1 - 62
June - Volume 163, Issue 2, Pages 63 - 122
September - Volume 163, Issue 3, Pages 123 - 223
December - Volume 163, Issue 4, Pages 225 - 284
Volume 163, Issue 3
September 2010
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ISSN
1755-0777
EISSN
1755-0785
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In this Issue
Editorial
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Editorial
Editorial: Masonry arches, vaults and domes
M. Gilbert, PhD, CEng, MICE
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Briefing
Briefing: Spreadsheet analysis of complex masonry structures
W. J. Harvey, BSc, PhD, CEng, FICE, FIStructE
Abstract
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Original article
Equilibrium of masonry arches
J. Heyman, FSA, FICE, FREng
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for Equilibrium of masonry arches
Equilibrium of cracked masonry domes
J. Zessin, MSc
;
W. Lau, MSc
;
J. Ochsendorf, MSc, PhD
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for Equilibrium of cracked masonry domes
Analysis of masonry structures by funicular networks
A. Andreu, PhD
;
L. Gil, PhD
;
P. Roca, PhD
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for Analysis of masonry structures by funicular networks
Masonry arch analysis using discontinuity layout optimisation
M. Gilbert, PhD, CEng, MICE
;
C. C. Smith, MA, PhD
;
T. J. Pritchard, MEng, PhD
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for Masonry arch analysis using discontinuity layout optimisation
A semi-analytical approach for the dynamics of the stone arch
A. Sinopoli
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for A semi-analytical approach for the dynamics of the stone arch
Dynamics of in-plane arch rocking: an energy approach
M. J. DeJong, PhD
;
J. A. Ochsendorf, PhD
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for Dynamics of in-plane arch rocking: an energy approach
Mechanics of MEXE method for masonry arch bridge assessment
J. Wang, MEng, PhD
;
C. Melbourne, BEng(Hons), PhD, CEng, FICE, FIStructE
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for Mechanics of MEXE method for masonry arch bridge assessment
Application of the finite/discrete element method to arches
C. Brookes, BSc(Hons)
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for Application of the finite/discrete element method to arches
Traditional and operational modal testing of masonry vaults
S. Atamturktur, PhD
;
P. Fanning, PhD
;
T. E. Boothby, PhD
Abstract
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for Traditional and operational modal testing of masonry vaults
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