Select Publications

Books

Ranzi G; Gilbert RI, 2018, Structural Analysis, CRC Press, http://dx.doi.org/10.1201/9781315275185

Gilbert RI; Ranzi G; Mickleborough NC, 2016, Design of Prestressed Concrete to Eurocode 2, Second Edition, CRC PressI Llc

Gilbert RI; Mickleborough NC; Ranzi G, 2016, Design of Prestressed Concrete to AS3600-2009, CRC Press, Florida, USA

Ranzi G; Gilbert R, 2015, Solutions Manual for Structural Analysis: Principles, Methods and Modelling, CRC Press, Boca Raton, Florida, USA

Ranzi G; Gilbert RI, 2015, Structural Analysis: Principles, methods and Modelling, CRC Press, Boca Raton, Florida, USA, http://www.crcpress.com/product/isbn/9780415526449

Gilbert RI; Ranzi G, 2010, Time-Dependent Behaviour of Concrete Structures, Taylor & Francis, London

Wu HQ; Gilbert RI, 2008, An experimental study of tension stiffening in reinforced concrete tension members under short-term and long-term service loads. UNICIV Report No.R-449, Original, School of Civil & Environmental Engineering, Sydney NSW

Sakka ZI; Gilbert RI, 2008, Effect of reinforcement ductility on the strength and failure modes of one-way reinforced concrete slabs. UNICIV Report NO. R-450, Original, School of Civil and Environmental Engineering UNSW, Sydney NSW

Sakka ZI; Gilbert RI, 2008, Effect of reinforcement ductility on the strength, ductiity and failure mode of continuous one-way concrete slabs subjected to support settlement-Part 2. UNICIV Report No. R-452, Original, School of Civil and Environmental Engineering UNSW, Sydney NSW

Sakka ZI; Gilbert RI, 2008, Effect of reinforcement ductility on the strength, ductility and failure mode of continuous one-way concrete slabs subjected to support settlement-Part 1, Original, School of Civil and Environmental Engineering, UNSW, Sydney Australia

Sakka ZI; Gilbert RI, 2008, Strength and ductility of corner supported two-way concrete slabs containing welded wire fabric. UNICIV Report No. R-453, Original, Schoo of Civil and Environmental Engineering, Sydney NSW

Nejadi S; Gilbert RI, 2004, Shrinkage Cracking in Restrained Reinforced Concrete Members, Hancock GJ; Bradford MA; Wilkinson TJ; Uy B; Rasmussen KJ R, (eds.), School of Civil & Environmental Engineering, UNSW, Sydney Australia, http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000184437600150&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a

Gilbert RI; Nejadi S, 2004, An Experimental Study of Flexural Cracking in Reinforced Concrete Members under Short Term Loads, R-434, School of Civil & Environmental Engineering, UNSW, Sydney Australia

Gilbert RI; Nejadi S, 2004, An Experimental Study of Flexural Cracking in Reinforced Concrete Members under Sustained Loads, R-435, School of Civil & Environmental Engineering, UNSW, Sydney Australia

Guo XP; Gilbert RI, 2002, An experimental study of reinforced concrete flat slabs under sustained service loads, R-407, School of Civil & Environmental Engineering, UNSW, Sydney Australia

Hall S; Archer FE; Gilbert RI, 2001, Engineering Statics 2nd Edition, Original, Books-Hill Publishing & UNSW Press, Seoul, Korea

Bradford MA; Hong VM; Gilbert RI, 1999, Numerical analysis of continuous composite beams under service loading, School of Civil & Environmental Engineering, UNSW, UNSW

Hall S; Archer FE; Gilbert RI, 1998, Engineering statics, Original, University of New South Wales Press, Sydney

Gilbert RI; Mickleborough N, 1990, Design of Prestressed Concrete, CRC Press, http://dx.doi.org/10.4324/9781482267129

Book Chapters

Gilbert RI; Ranzi G, 2023, 'Excessive Deflections and Cracking in the Reinforced Concrete Floor Slabs of the Silverton Building in Canberra', in Case Studies on Failure Investigations in Structural and Geotechnical Engineering, International Association for Bridge and Structural Engineering (IABSE), pp. 211 - 217, http://dx.doi.org/10.2749/cs004.ch16

Pérez Caldentey A; Dezi L; Jordán J; Leoni G; Ranzi G; Gilbert RI, 2021, 'Case studies considering the influence of the time-dependent behaviour of concrete on the serviceability limit state design of composite steel-concrete bridges', in Time-dependent behaviour and design of composite steel-concrete structures, International Association for Bridge and Structural Engineering (IABSE), pp. 157 - 188, http://dx.doi.org/10.2749/sed018.ch8

Pérez Caldentey A; Hewitt J; van Rooyen J; Leoni G; Ranzi G; Gilbert RI, 2021, 'Case studies considering the influence of the time-dependent behaviour of concrete on the serviceability limit state design of composite steel-concrete buildings', in Time-dependent behaviour and design of composite steel-concrete structures, International Association for Bridge and Structural Engineering (IABSE), pp. 137 - 156, http://dx.doi.org/10.2749/sed018.ch7

Ranzi G; Leoni G; Dezi L; Pérez Caldentey A; Hewitt J; Jordán J; Gilbert RI; Geng Y; Wang Y-Y; Leon R; Rauch M, 2021, 'Design specifications for the time-dependent behaviour of composite steel-concrete structures', in Time-dependent behaviour and design of composite steel-concrete structures, International Association for Bridge and Structural Engineering (IABSE), pp. 111 - 136, http://dx.doi.org/10.2749/sed018.ch6

Ranzi G; Gilbert RI; Leoni G; Dezi L; Pérez Caldentey A; Jordán J; Hewitt J; Leon R; Rauch M, 2021, 'Introduction', in Time-dependent behaviour and design of composite steel-concrete structures, International Association for Bridge and Structural Engineering (IABSE), pp. 1 - 12, http://dx.doi.org/10.2749/sed018.ch1

Ranzi G; Leoni G; Gilbert RI; Dezi L; Zandonini R, 2021, 'State-of-the-art review on the time-dependent behaviour of composite steel-concrete beams', in Time-dependent behaviour and design of composite steel-concrete structures, International Association for Bridge and Structural Engineering (IABSE), pp. 61 - 82, http://dx.doi.org/10.2749/sed018.ch4

Geng Y; Ranzi G; Wang Y-Y; Gilbert RI; Zhang S, 2021, 'State-of-the-art review on the time-dependent behaviour of composite steel-concrete columns', in Time-dependent behaviour and design of composite steel-concrete structures, International Association for Bridge and Structural Engineering (IABSE), pp. 83 - 109, http://dx.doi.org/10.2749/sed018.ch5

Ranzi G; Gilbert RI, 2021, 'State-of-the-art review on the time-dependent behaviour of composite steel-concrete slabs', in Time-dependent behaviour and design of composite steel-concrete structures, International Association for Bridge and Structural Engineering (IABSE), pp. 41 - 59, http://dx.doi.org/10.2749/sed018.ch3

Ranzi G; Di Luzio G; Bocciarelli M; Leoni G; Dönmez AA; Cusatis G; Pérez Caldentey A; Gilbert RI, 2021, 'Time-dependent behaviour of concrete', in Time-dependent behaviour and design of composite steel-concrete structures, International Association for Bridge and Structural Engineering (IABSE), pp. 13 - 40, http://dx.doi.org/10.2749/sed018.ch2

Huang Q; Hamed E; Gilbert RI, 2020, 'Experimental and Numerical Investigation of the Flexural Behaviour of Composite Prefabricated Concrete Sandwich Panels', in Lecture Notes in Civil Engineering, pp. 123 - 130, http://dx.doi.org/10.1007/978-981-13-7603-0_13

Gilbert I; Mickleborough N; Ranzi G, 2017, 'Anchorage zones', in Design of Prestressed Concrete to Eurocode 2, CRC PRESS-TAYLOR & FRANCIS GROUP, pp. 309 - 349, http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000414593600009&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a

Gilbert I; Mickleborough N; Ranzi G, 2017, 'Basic concepts', in Design of Prestressed Concrete to Eurocode 2, CRC PRESS-TAYLOR & FRANCIS GROUP, pp. 1 - 19, http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000414593600002&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a

Gilbert I; Mickleborough N; Ranzi G, 2017, 'Composite members', in Design of Prestressed Concrete to Eurocode 2, CRC PRESS-TAYLOR & FRANCIS GROUP, pp. 351 - 398, http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000414593600010&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a

Gilbert I; Mickleborough N; Ranzi G, 2017, 'Compression and tension members', in Design of Prestressed Concrete to Eurocode 2, CRC PRESS-TAYLOR & FRANCIS GROUP, pp. 563 - 600, http://primoa.library.unsw.edu.au/primo_library/libweb/action/dlDisplay.do?vid=UNSWS&vl(freeText0)=Compression+and+tension+members+&docId=UNSW_ALMA21141823360001731&_ga=2.29189947.668167983.1526269126-712386460.1525658764

Gilbert I; Mickleborough N; Ranzi G, 2017, 'Design for serviceability', in Design of Prestressed Concrete to Eurocode 2, CRC PRESS-TAYLOR & FRANCIS GROUP, pp. 101 - 217, http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000414593600006&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a

Gilbert I; Mickleborough N; Ranzi G, 2017, 'Design procedures and applied actions', in Design of Prestressed Concrete to Eurocode 2, CRC PRESS-TAYLOR & FRANCIS GROUP, pp. 21 - 45, http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000414593600003&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a

Gilbert I; Mickleborough N; Ranzi G, 2017, 'Design procedures for determinate beams', in Design of Prestressed Concrete to Eurocode 2, CRC PRESS-TAYLOR & FRANCIS GROUP, pp. 399 - 440, http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000414593600011&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a

Gilbert I; Mickleborough N; Ranzi G, 2017, 'Design resistance in shear and torsion', in Design of Prestressed Concrete to Eurocode 2, CRC PRESS-TAYLOR & FRANCIS GROUP, pp. 261 - 307, http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000414593600008&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a

Gilbert I; Mickleborough N; Ranzi G, 2017, 'Detailing Members and connections', in Design of Prestressed Concrete to Eurocode 2, CRC PRESS-TAYLOR & FRANCIS GROUP, pp. 601 - 654, http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000414593600015&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a

Gilbert I; Mickleborough N; Ranzi G, 2017, 'Flexural resistance', in Design of Prestressed Concrete to Eurocode 2, CRC PRESS-TAYLOR & FRANCIS GROUP, pp. 219 - 260, http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000414593600007&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a

Gilbert I; Mickleborough N; Ranzi G, 2017, 'Material properties', in Design of Prestressed Concrete to Eurocode 2, CRC PRESS-TAYLOR & FRANCIS GROUP, pp. 63 - 100, http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000414593600005&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a

Gilbert I; Mickleborough N; Ranzi G, 2017, 'Prestressing systems', in Design of Prestressed Concrete to Eurocode 2, CRC PRESS-TAYLOR & FRANCIS GROUP, pp. 47 - 62, http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000414593600004&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a

Gilbert I; Mickleborough N; Ranzi G, 2017, 'Statically indeterminate members', in Design of Prestressed Concrete to Eurocode 2, CRC PRESS-TAYLOR & FRANCIS GROUP, pp. 441 - 500, http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000414593600012&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a

Gilbert I; Mickleborough N; Ranzi G, 2017, 'Two-way slabs Behaviour and design', in Design of Prestressed Concrete to Eurocode 2, edn. 2nd ed., CRC PRESS-TAYLOR & FRANCIS GROUP, pp. 501 - 562

Gilbert RI, 2012, 'Creep and Shrinkage Induced Deflections in RC Beams and Slabs', in Bischoff P; Musselman E (ed.), Serviceability and Safety of Concrete Structures: From Research to practice - SP-280, edn. 1st, American Concrete Institute, Detroit, pp. 13-1 - 13-16

, 2010, 'Cracked sections', in Time-Dependent Behaviour of Concrete Structures, CRC Press, pp. 280 - 312, http://dx.doi.org/10.1201/9781482288711-14

, 2010, 'Design for serviceability – deflection and crack control', in Time-Dependent Behaviour of Concrete Structures, CRC Press, pp. 57 - 118, http://dx.doi.org/10.1201/9781482288711-10

, 2010, 'Material properties', in Time-Dependent Behaviour of Concrete Structures, CRC Press, pp. 44 - 56, http://dx.doi.org/10.1201/9781482288711-9

, 2010, 'Members and structures', in Time-Dependent Behaviour of Concrete Structures, CRC Press, pp. 313 - 370, http://dx.doi.org/10.1201/9781482288711-15

, 2010, 'Stiffness method and finite-element modelling', in Time-Dependent Behaviour of Concrete Structures, CRC Press, pp. 371 - 410, http://dx.doi.org/10.1201/9781482288711-16

, 2010, 'Time-dependent deformation', in Time-Dependent Behaviour of Concrete Structures, CRC Press, pp. 21 - 43, http://dx.doi.org/10.1201/9781482288711-8


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