{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2024,8,7]],"date-time":"2024-08-07T09:37:32Z","timestamp":1723023452030},"publisher-location":"Zurich, Switzerland","reference-count":15,"publisher":"International Association for Bridge and Structural Engineering (IABSE)","content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":[],"published-print":{"date-parts":[[2008]]},"abstract":"<jats:p>&lt;p&gt;This paper presents newly established probabilistic models of ultimate shear and bending resistance of typical reinforced and prestressed concrete bridge section. The models have been developed using recently collected data regarding variability of mechanical properties of concrete, reinforcing and prestressing steel, and also variability of the section dimensions. The uncertainty of the mathematical models, used for the calculation of the sectional response, has as well been taken into account. The proposed models have been developed to be used in the load capacity evaluation of existing bridges by means of probabilistic methods. However, they can also be used for the calibration of the partial safety factor in the existing design or assessment codes.&lt;\/p&gt;<\/jats:p>","DOI":"10.2749\/222137908796292722","type":"proceedings-article","created":{"date-parts":[[2011,10,31]],"date-time":"2011-10-31T14:16:09Z","timestamp":1320070569000},"page":"304-305","source":"Crossref","is-referenced-by-count":0,"title":["Probabilistic Shear and Bending Resistance Models for Assessment of Reinforced and Prestressed Concrete Bridges"],"prefix":"10.2749","author":[{"given":"Dawid","family":"Wisniewski","sequence":"first","affiliation":[]},{"given":"Paulo","family":"Cruz","sequence":"additional","affiliation":[]},{"given":"Abel","family":"Henriques","sequence":"additional","affiliation":[]}],"member":"1485","reference":[{"key":"ref=1","doi-asserted-by":"crossref","unstructured":"TABSH, S.W. &amp; NOWAK, A.S., Reliability of Highway Girder Bridges. 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Background document D4.4 to SB-LRA (2007) \"Guideline for Load and Resistance Assessment of Railway Bridges\". Prepared by Sustainable Bridges- a project within EU FP6. Available from: www.sustainablebridges.net, 2007"},{"key":"ref=6","doi-asserted-by":"crossref","unstructured":"MIRZA, S.A. &amp; MACGREGOR, J.G.., Variability of Mechanical Properties of Reinforcing Bars. ASCE Journal of Structural Division, Vol. 105, 1979, pp 1021-1037","DOI":"10.1061\/JSDEAG.0005146"},{"key":"ref=7","doi-asserted-by":"crossref","unstructured":"MIRZA, S.A., HATZNIKOLAS, M. &amp; MACGREGOR, J.G.., Statistical Description of Strength of Concrete. ASCE Journal of Structural Division, Vol. 105, 1979, pp 921-937","DOI":"10.1061\/JSDEAG.0005161"},{"key":"ref=8","doi-asserted-by":"crossref","unstructured":"MIRZA, S.A. &amp; MACGREGOR, J.G.., Variation in Dimensions of Reinforced Concrete Members. ASCE Journal of Structural Division, Vol. 105, 1979, pp 751-766","DOI":"10.1061\/JSDEAG.0005132"},{"key":"ref=9","unstructured":"STRAUSS, A., Stochastische Modellierung und Zuverl\u00e4ssigkeit von Betonkonstruktionen. Ph.D. Thesis, University of Applied Science and Natural Resources, Department of Civil Engineering and Natural Hazards, Vienna, 2003"},{"key":"ref=10","unstructured":"WISNIEWSKI, D.F., Safety Formats for the Assessment of Concrete Bridges - with special focus on the precast concrete. Ph.D. Thesis, University of Minho, Department of Civil Engineering, Guimar\u00e3es, 2007"},{"key":"ref=11","unstructured":"HENRIQUES, A.A.R., Estruturas Pr\u00e9-esfor\u00e7adas. Programa de An\u00e1lise \u00e0 Rotura de Sec\u00e7\u00f5es de Bet\u00e3o Armado Sujeitas \u00e0 Flex\u00e3o. Faculty of Engineering, University of Porto, Porto, 2002."},{"key":"ref=12","unstructured":"EN-1992-1-1, Design of Concrete Structures. Part 1: General Rules and Rules for Buildings. European Standard, Brussels: CEN, 2004."},{"key":"ref=13","unstructured":"BENTZ, E.C., Sectional Analysis of Reinforced Concrete Members. Ph.D. Thesis, University of Toronto, Graduate Department of Civil Engineering, Toronto, 2000."},{"key":"ref=14","unstructured":"NOWAK, A.S., Reliability of Structures. McGraw-Hill, New York, 2000."},{"key":"ref=15","unstructured":"BOHIGAS, A.C., Shear Design of Reinforced High-Strength Concrete Beams. Ph.D. Thesis, Technical University of Catalonia, Department of Construction Engineering, Barcelona, 2002."}],"event":{"name":"IABSE Congress, Chicago 2008: Creating and Renewing Urban Structures \u2013 Tall Buildings, Bridges and Infrastructure","start":{"date-parts":[[2008,9,17]]},"sponsor":["US Group of IABSE"],"theme":"Creating and Renewing Urban Structures \u2013 Tall Buildings, Bridges and Infrastructure","location":"Chicago, Illinois, USA","end":{"date-parts":[[2008,9,19]]}},"container-title":["IABSE Congress, Chicago 2008: Creating and Renewing Urban Structures \u2013 Tall Buildings, Bridges and Infrastructure"],"original-title":[],"link":[{"URL":"http:\/\/www.ingentaconnect.com\/content\/iabse\/congr\/2008\/00000017\/00000012\/art00003","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2021,12,6]],"date-time":"2021-12-06T21:24:58Z","timestamp":1638825898000},"score":1,"resource":{"primary":{"URL":"https:\/\/structurae.net\/en\/literature\/id\/10043992"}},"subtitle":[],"proceedings-subject":"tall buildings, urban structures, infrastructure, skyscrapers, bridges","short-title":[],"issued":{"date-parts":[[2008]]},"references-count":15,"URL":"https:\/\/doi.org\/10.2749\/222137908796292722","relation":{},"subject":[],"published":{"date-parts":[[2008]]}}}