Dynamic performance of brick masonry veneer panels
DOI:
https://doi.org/10.5459/bnzsee.12.4.314-323Abstract
Dynamic tests on seven unreinforced and two reinforced brick masonry veneer panels are reported. The panels, tied to conventional timber-frame backings, were subjected to inertial loading by sinusoidal accelerations within the expected range of seismic frequencies. Variables investigated included stud spacing, veneer-tie type, and initial distribution of preformed cracking. Results indicate that properly constructed brick masonry veneers can withstand seismic attack levels substantially in excess of that implied by NZS 4203 for Zone A, with only minor cracking.
References
'Code of Practice for General Structural Design and Design Loadings for buildings', NZS4203.1976, S.A.N.Z. 80pp.
'Special Inangahus Reports', N.Z. National Soc. for Earthquake Engineering, Vol.2, No.1, Feb. 1969, 149pp.
'Draft Code of Practice for Light Timber Frame Construction Not Requiring Specific Design', DZ3604, S.A.N.Z.
'Behaviour of Two Brick Masonry Veneer Panels Under Simulated Earthquake Loading', PACRA Report D25, 1972, 20pp.
'Behaviour of Seven Unreinforced Brick Veneer Walls Under Simulated Earthquake Loading', PACRA Report D43, 1977, 46pp.
'Behaviour of Two Reinforced Brick Veneer Walls Under Simulated Earthquake Loading', PACRA Report D46, 1977, 22pp.
SKINNER, R.I.,'Earthquake-Generated Forces and Movements in Tall Buildings', DSIR Bulletin No. 166, 1964, 106pp.
SMITH, W.D., 'Statistical Estimation of the Likelihood of Earthquake Shaking Throughout New Zealand', Bull. N.Z. National Soc. for Earthquake Engineering, Vol.9, No.4, 1976, pp.213-221. DOI: https://doi.org/10.5459/bnzsee.9.4.213-221
KENNA, L.F., 'Brickwork and Earthquakes in New Zealand', Proc. 3rd World Conf. on Earthquake Engineering, 1965, pIV, pp. 292-311.
'Draft Code of Practice for Masonry Buildings, Part A: Materials and Workmanship', DZ4210, S.A.N.Z.
