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Journal Article
Published: 01 January 1978
Canadian Journal of Earth Sciences (1978) 15 (1): 157–162.
...J. Keith Rigby; Alfred C. Lenz Abstract The new sponge, Astylospongiella megale , is described from rocks of the Ludlovian Neodiversograptus nilssoni Zone of the Cape Phillips Formation from southern Baillie-Hamilton Island, Arctic Canada. The genus is included in Astylospongiidae because its...
Depth distribution of the ‘first whorl chamber number’; open symbols: <b>megal</b>...
Published: 01 January 2004
TEXT-FIGURE 17 Depth distribution of the ‘first whorl chamber number’; open symbols: megalospheres, closed symbols: microspheres.
Journal Article
Published: 01 August 2009
Earthquake Spectra (2009) 25 (3): 643–664.
...Pedro F. Silva; Sami Megally; Frieder Seible Performance evaluation of sacrificial exterior shear keys in bridge abutments under simulated seismic loading was conducted in terms of damage levels that were observed during testing. These experiments provided results that were used to make realistic...
Journal Article
Published: 01 May 2018
Earthquake Spectra (2018) 34 (2): 893–914.
... A. Khalili-Tehrani P. Stewart J. P. and Taciroglu E. 2010 , Validated simulation models for lateral response of bridge abutments with typical backfills , Journal of Bridge Engineering 15 ( 3 ), 302 – 311 . Silva P. F. Megally S...
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Journal Article
Published: 01 February 2019
Earthquake Spectra (2019) 35 (1): 233–266.
... supported on piles are pinned at the base and therefore have no rotational stiffness. For the shear keys, a multi-linear model based on the work done by Megally et al. (2001) was considered. The shear keys are located at the seat-type abutments to limit movement along the transverse direction. Zero-length...
FIGURES | View All (10)
Journal Article
Published: 01 November 2010
Scottish Journal of Geology (2010) 46 (2): 181–189.
... Hazards Mitigation: Mechanics, Prediction, and Assessment . Millpress , Rotterdam , 1097 – 1106 . FONSECA R.L. QUINTANA C.R. MEGAL L.L. ROTH A. 2007 . Protection systems against debris flows . WIT Transactions on the Built Environment , 94 , 73 – 82...
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Journal Article
Published: 01 November 2015
Earthquake Spectra (2015) 31 (4): 2235–2254.
... Bearings to the Reversed Cyclic Loading , Report No. MCEER 96-0014, University at Buffalo, The State University of New York . Megally S. H. Silva P. F. and Seible F. 2002 . Seismic Response of Sacrificial Shear Keys in Bridge Abutments , SSRP-2001/23...
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Journal Article
Published: 01 November 2011
Earthquake Spectra (2011) 27 (4): 1127–1145.
... Metropolitan Earthquake Report 2006/09 , Pacific Earthquake Engineering Research (PEER) Center, University of California , Berkeley Silva P. F. Megally S. and Seible F. 2009 Seismic performance of sacrificial exterior shear keys...
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Journal Article
Published: 01 February 2009
Quarterly Journal of Engineering Geology and Hydrogeology (2009) 42 (1): 51–60.
... Canadian Geotechnical Journal 1993 30 71 81 Fannin R.J. Eliadorani A. Wilkinson J.M.T. Shear strength of cohesionless soils at low stress Géotechnique 2005 55 467 478 Fonseca R.L. Quintana C.R. Megal L.L. Roth A. Protection systems against debris flows...
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Series: Society of Exploration Geophysicists, Society of Exploration Geophysicists
Published: 01 January 2015
EISBN: 9781560803300
... of St. Sophia, built in the early 4th century AD by Constantine the Great, who dedicated his capital to Christianity and named it Constantinople, was known as Megale Eklesia as it was the largest church in the city. The church was built in the form of a Latin colonnaded basilica with a wooden roof...