Generation of floor accelerations for seismic testing of operational and functional building components (Unknown)
- New search for: Filiatrault, Andre
- New search for: Filiatrault, Andre
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In:
Canadian journal of civil engineering
;
31
, 4
; 646-663
;
2004
-
ISSN:
- Article (Journal) / Print
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Title:Generation of floor accelerations for seismic testing of operational and functional building components
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Contributors:
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Published in:Canadian journal of civil engineering ; 31, 4 ; 646-663
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Place of publication:Ottawa
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Publication date:2004
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ISSN:
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ZDBID:
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Type of media:Article (Journal)
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Type of material:Print
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Language:Unknown
- New search for: 56.00
- Further information on Basic classification
- New search for: 385/6500
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Keywords:
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Classification:
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Source:
Table of contents – Volume 31, Issue 4
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
- 1
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Reply to the discussion by H. Kreuzer on the "Influence of effective parameters of non-orthogonal smeared crack approach in seismic response of concrete arch dams"Espandar, Radin et al. | 2004
- 1
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Discussion of "Influence of effective parameters of non-orthogonal smeared crack approach in seismic response of concrete arch dams"Kreuzer, Harald et al. | 2004
- 533
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Effect of distance from road intersection on developed traffic noise levelsAbo-Qudais, Saad et al. | 2004
- 539
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Pendulum impacts into concrete bridge barriers reinforced with glass fibre reinforced polymer composite barsEl-Salakawy, Ehab et al. | 2004
- 553
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Potential flow solution for a free surface flow past a sudden slope changeZarrati, A.R. et al. | 2004
- 561
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A simple formula for estimating backwater at bridge constrictionsSeckin, Galip et al. | 2004
- 569
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Structural controls on floc strength and transportDroppo, Ian G. et al. | 2004
- 579
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Tension stiffening and cracking of concrete reinforced with glass fiber reinforced polymer (GFRP) barsBischoff, Peter H. et al. | 2004
- 589
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Évaluation de la performance d'un modèle de simulation des débits journaliers en climat semi-arideEvora, Noe͏̈l Dacruz et al. | 2004
- 597
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Effective flexural stiffness for linear seismic analysis of concrete wallsIbrahim, Ahmed M.M. et al. | 2004
- 608
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Development of a unique deterioration index, prioritization methodology, and foreign object damage evaluation models for Canadian airfield pavement managementShah, Anwar et al. | 2004
- 619
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A comparison of one-dimensional methods for estimating discharge capacity of straight compound channelsSeckin, Galip et al. | 2004
- 632
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Suitability of mine tailings for shotcrete as a ground supportZou, D.H. et al. | 2004
- 637
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Performance assessment of FC girder bridges in AlbertaKhattak, Nadeem et al. | 2004
- 646
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Generation of floor accelerations for seismic testing of operational and functional building componentsFiliatrault, Andre et al. | 2004
- 664
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Shake table testing of bookcase - partition wall systemsFiliatrault, Andre et al. | 2004
- 677
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Conceptual cost estimation of building projects with regression analysis and neural networksSonmez, Rifat et al. | 2004
- 684
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Recalibration of partial load factors in the Canadian offshore structures standard CAN-CSA-S471Maes, M.A. et al. | 2004
- 695
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Structural design of asphalt pavement on concrete bridgesCastro, María et al. | 2004
- 703
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Ratio between peak inelastic and elastic responses with uncertain structural propertiesHong, H.P. et al. | 2004
- 716
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Discussion of "Analysis of load in ties in masonry veneer walls"Campbell, Colin H. et al. | 2004
- 717
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Reply to the discussion by C.H. Campbell on "Analysis of load in ties in masonry veneer walls"Shrive, Nigel G. et al. | 2004
- 718
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Erratum: Ground motion amplification factors for the proposed 2005 edition of the National Building Code of CanadaFinn, W.D.Liam et al. | 2004