Jahresinhalt SuCo 2013 · PDF fileDebernardi, Piergiorgio; see Balázs, György L. ... Matteo; Dozio, Daniele: Fibre-reinforced concrete in fib Model Code 2010: principles, models

Annual table of contentsEditor-in-Chief:Luc Taerwe

Deputy Editor:Steinar Helland

Members:György L. BalázsJosée Bastien Mikael Braestrup Tom d’ Arcy Michael Fardis

Stephen Foster Sung Gul HongTim Ibell S.G. Joglekar Akio Kasuga Daniel A. KuchmaGaetano Manfredi Pierre Rossi Guilhemo Sales Melo Petra Schumacher Tamon Ueda Yong Yuan

2013Volume 14No. 1–4ISSN 1464-4177

3

Annual table of contents 2013

www.ernst-und-sohn.de Structural Concrete 14

Ahmad, Syed Ishtiaq; Tanabe,Tada-aki: Three-dimensional FEanalysis of reinforced concretestructures using the lattice equiv-alent continuum method Issue 1 51–59 T

Allaix, Diego Lorenzo; Carbone,Vincenzo Ilario; Mancini,Giuseppe: Global safety formatfor non-linear analysis of rein-forced concrete structures Issue 1 29–42 T

Anders, Isabel; see Müller, Harald S.

Ayoub, Essam; Malek, Charles;Helmy, Gamal: Highlights ofthe design and construction of a12 km elevated APM bridgeproject in Saudi Arabia Issue 3 250–259 T

Balázs, György L.; Bisch,Philippe; Borosnyói, Adorján;Burdet, Olivier; Burns, Clare;Ceroni, Francesca; Cervenka,Vladimir; Chiorino, Mario A.;Debernardi, Piergiorgio; Eckfeldt, Lars; El-Badry, Mamdouh; Fehling, Ekkehard;Foster, Stephen J.; Ghali, Amin;Gribniak, Viktor; Guiglia, Matteo; Kaklauskas, Gintaris;Lark, Robert J.; Lenkei, Peter;Lorrain, Michel; Marí, Antonio;Ozbolt, Josko; Pecce, Marisa;Pérez Caldentey, Alejandro;Taliano, Maurizio; Tkalcic,Damir; Torrenti, Jean Michel;Torres, Lluis; Toutlemonde,François; Ueda, Tamon; Vitek,Jan L.; Vráblík, Luká: Designfor SLS according to fib ModelCode 2010 Issue 2 99–123 T

Balázs, György L.; see Walraven,Joost

Belletti, Beatrice; Damoni, Cecilia; den Uijl, Joop A.; Hendriks, Max A. N.; Walraven,Joost C.: Shear resistance evalu-ation of prestressed concretebridge beams: fib Model Code2010 guidelines for level IVapproximations Issue 3 242–249 T

Bentz, Evan; see Muttoni, AurelioBentz, Evan; see Sigrist, ViktorBigaj-van Vliet, Agnieszka;

Vrouwenvelder, Ton: Reliabilityin the performance-based con-cept of fib Model Code 2010 Issue 4 309–319 T

Bigaj-van Vliet, Agnieszka; seeMatthews, Stuart

Bisch, Philippe; see Balázs, György L.

Borosnyói, Adorján; see Balázs,György L.

Boulay, Claude; see Tailhan, Jean-Louis

Breiner, Raphael; see Müller,Harald S.

Burdet, Olivier; see Balázs, György L.

Burns, Clare; see Balázs, György L.

Carbone, Vincenzo Ilario; seeAllaix, Diego Lorenzo

Ceroni, Francesca; see Balázs,György L.

Cervenka, Vladimir: Reliability-based non-linear analysis accord-ing to fib Model Code 2010 Issue 1 19–28 T

Cervenka, Vladimir; see Balázs,György L.

Chen, Cheng-Cheng; see Lee, Tai-Kuang

Chiorino, Mario A.; see Balázs,György L.

Clément, Thibault; Ramos,António Pinho; FernándezRuiz, Miguel; Muttoni, Aurelio:Design for punching of pre-stressed concrete slabs Issue 2 157–167 T

Colombo, Matteo; see di Prisco,Marco

Corres Peiretti, Hugo; see PérezCaldentey, Alejandro

Corres-Peiretti, Hugo: Sound engineering through conceptualdesign according to the fibModel Code 2010 Issue 2 89–98 T

Curbach, Manfred: Concrete light– possibilities and visions Issue 2 87–88 E

Curbach, Manfred; see Zanuy,Carlos

Damoni, Cecilia; see Belletti,Beatrice

Davies, Robert; see Isaacs, BenDebernardi, Piergiorgio; see

Balázs, György L.den Uijl, Joop A.; see Belletti,

Beatricedi Prisco, Marco; Colombo,

Matteo; Dozio, Daniele: Fibre-reinforced concrete in fib ModelCode 2010: principles, modelsand test validation Issue 4 342–361 T

Dozio, Daniele; see di Prisco,Marco

Dunn, Simon; see Isaacs, BenEckfeldt, Lars; see Balázs,

György L.El-Badry, Mamdouh; see Balázs,

György L.Fan, Yuhui; see Xiao, Jianzhuang

Structural Concrete: Annual table of contents Volume 14 (2013)

List of authors(T = Technical Paper, E = Editorial)


4 Structural Concrete 14 www.ernst-und-sohn.de

Fardis, Michael N.: Performance-and displacement-based seismicdesign and assessment of con-crete structures in fib ModelCode 2010 Issue 3 215–229 T

Faria, Duarte M. Viúla; see Silva,Ricardo

Fehling, Ekkehard; see Balázs,György L.

Fernández Ruiz, Miguel; see Clément, Thibault

Fernández Ruiz, Miguel; see Muttoni, Aurelio

Foster, Stephen J.; see Ng, TianSing

Foster, Stephen: Physical under-standings and development ofmechanical models for thedesign of concrete structures Issue 3 193–194 E

Foster, Stephen J.; see Balázs,György L.

Foster, Stephen; see Muttoni,Aurelio

Foster, Stephen; see Sigrist, ViktorGhali, Amin; see Balázs,

György L.Giraldo Soto, Alejandro; see

Pérez Caldentey, AlejandroGribniak, Viktor; see Balázs,

György L.Guiglia, Matteo; see Balázs,

György L.Helland, Steinar: Design for serv-

ice life: implementation of fibModel Code 2010 rules in theoperational code ISO 16204 Issue 1 10–18 T

Helmy, Gamal; see Ayoub, EssamHendriks, Max A. N.; see Belletti,

BeatriceHsiue, Kai-Yuan; see Lee,

Tai-KuangHwa, Ken; see Lee, Tai-KuangIchinomiya, Toshimichi; see

Yamanobe, ShinichiInácio, Micael; see Silva, RicardoIsaacs, Ben; Lark, Robert; Jeffer-

son, Tony; Davies, Robert;Dunn, Simon: Crack healing ofcementitious materials usingshrinkable polymer tendons Issue 2 138–147 T

Iskhakov, Iakov; Ribakov, Yuri:Two-layer concrete bridge beamsas composite elements Issue 3 271–277 T

Jefferson, Tony; see Isaacs, BenJiang, Huanjun; see Lu, XilinKaklauskas, Gintaris; see Balázs,

György L.Kanamitsu, Yoshihisa; see

Yamanobe, ShinichiKhazraiyan, Najmeh; Liaghat,

Gholam Hossein; Khodarahmi,Hossein: Normal impact of hardprojectiles on concrete targets Issue 2 176–183 T

Khodarahmi, Hossein; seeKhazraiyan, Najmeh

Kim, Jung-Chul; see Seo, Tae-Seok

Lark, Robert J.; see Balázs, György L.

Lark, Robert; see Isaacs, BenLe Maou, Fabrice; see Tailhan,

Jean-LouisLee, Tai-Kuang; Chen, Cheng-

Cheng; Pan, Austin D.E.;Hsiue, Kai-Yuan; Tsai, Wei-Ming; Hwa, Ken: Experimentalevaluation of large circular RCcolumns under pure compres-sion Issue 1 60–68 T

Lenkei, Peter; see Balázs, György L.

Liaghat, Gholam Hossein; seeKhazraiyan, Najmeh

Lindorf, Alexander; see Zanuy,Carlos

Lorrain, Michel; see Balázs, György L.

Lu, Xilin; Yin, Xiaowei; Jiang,Huanjun: Restoring force modelfor steel reinforced concretecolumns with high steel ratio Issue 4 415–422 T

Lurati, Franco; see Muttoni, Aurelio

Malek, Charles; see Ayoub, EssamMancini, Giuseppe; see Allaix,

Diego LorenzoMartin, Eric; see Tailhan,

Jean-LouisMarí, Antonio; see Balázs,

György L.Matthews, Stuart; Bigaj-van Vliet,

Agnieszka: Conservation of concrete structures according tofib Model Code 2010 Issue 4 362–377 T

Matthys, Stijn; see Triantafillou,Thanasis

Muttoni, Aurelio; Lurati, Franco;Fernández Ruiz, Miguel: Con-crete shells – towards efficientstructures: construction of anellipsoidal concrete shell inSwitzerland Issue 1 43–50 T

Muttoni, Aurelio; Ruiz, MiguelFernández; Bentz, Evan; Foster,Stephen; Sigrist, Viktor: Back-ground to fib Model Code 2010shear provisions – part II:punching shear Issue 3 204–214 T

Muttoni, Aurelio; see Clément,Thibault

Muttoni, Aurelio; see Sigrist, Viktor

Müller, Harald S.: Sustainablestructural concrete – fromtoday’s approach to future challenge Issue 4 299–300 E

Müller, Harald S.; Anders, Isabel;Breiner, Raphael; Vogel,Michael: Concrete: treatment of types and properties infib Model Code 2010 Issue 4 320–334 T

Ng, Tian Sing; Foster, Stephen J.:Development of a mix designmethodology for high-perform-ance geopolymer mortars Issue 2 148–156 T

Ozbolt, Josko; see Balázs, György L.

5



Pan, Austin D.E.; see Lee, Tai-Kuang

Pecce, Marisa; see Balázs, György L.

Peset Iribarren, Joan; see PérezCaldentey, Alejandro

Phan, Thanh Song; Tailhan, Jean-Louis; Rossi, Pierre: 3D numeri-cal modelling of concrete struc-tural element reinforced withribbed flat steel rebars Issue 4 378–388 T

Pérez Caldentey, Alejandro; Corres Peiretti, Hugo; PesetIribarren, Joan; Giraldo Soto,Alejandro: Cracking of RCmembers revisited: influence ofcover, φ /ρs,ef and stirrup spacing– an experimental and theoreti-cal study Issue 1 69–78 T

Pérez Caldentey, Alejandro; seeBalázs, György L.

Ramos, A. Pinho; see Silva, Ricardo

Ramos, António Pinho; see Clément, Thibault

Randl, Norbert: Design recom-mendations for interface sheartransfer in fib Model Code 2010 Issue 3 230–241 T

Ribakov, Yuri; see Iskhakov,Iakov

Rossi, Pierre; see Phan, ThanhSong

Rossi, Pierre; see Tailhan, Jean-Louis

Ruiz, Miguel Fernández; see Muttoni, Aurelio

Ruiz, Miguel Fernández; seeSigrist, Viktor

Sagaseta, Juan: The influence ofaggregate fracture on the shearstrength of reinforced concretebeams: an experimental and ana-lytical research project Issue 4 401–414 T

Saito, Kimio; see Yamanobe,Shinichi

Sakai, Koji: Sustainability in fibModel Code 2010 and its futureperspective Issue 4 301–308 T

Seo, Tae-Seok; Kim, Jung-Chul:Behaviour of concrete in a stresscontinuity region after crackingunder restrained drying shrink-age Issue 2 131–137 T

Sigrist, Viktor; Bentz, Evan; Ruiz,Miguel Fernández; Foster,Stephen; Muttoni, Aurelio:Background to the fib ModelCode 2010 shear provisions –part I: beams and slabs Issue 3 195–203 T

Sigrist, Viktor; see Muttoni, Aurelio

Silva, Ricardo; Faria, Duarte M.Viúla; Ramos, A. Pinho; Inácio,Micael: A physical approach forconsidering how anchorage headsize influences the punchingcapacity of slabs strengthenedwith vertical steel bolts Issue 4 389–400 T

Tailhan, Jean-Louis; Boulay,Claude; Rossi, Pierre; Le Maou,Fabrice; Martin, Eric: Compres-sive, tensile and bending basiccreep behaviours related to thesame concrete Issue 2 124–130 T

Tailhan, Jean-Louis; see Phan,Thanh Song

Taliano, Maurizio; see Balázs,György L.

Tanabe, Tada-aki; see Ahmad,Syed Ishtiaq

Tawana, M.M.; see Xiao,Jianzhuang

Tkalcic, Damir; see Balázs, György L.

Torrenti, Jean Michel; see Balázs,György L.

Torres, Lluis; see Balázs, György L.

Toutlemonde, François; seeBalázs, György L.

Triantafillou, Thanasis; Matthys,Stijn: Fibre-reinforced polymerreinforcement enters fib ModelCode 2010 Issue 4 335–341 T

Tsai, Wei-Ming; see Lee, Tai-Kuang

Ueda, Tamon; see Balázs, György L.

Vitek, Jan L.; see Balázs, György L.

Vogel, Michael; see Müller, Harald S.

Vrouwenvelder, Ton; seeBigaj-van Vliet, Agnieszka

Vráblík, Luká; see Balázs, György L.

Walraven, Joost: fib Model Codefor Concrete Structures 2010:mastering challenges andencountering new ones Issue 1 3–9 T

Walraven, Joost; Balázs, GyörgyL.: fib Model Code for ConcreteStructures 2010: a landmark inan ongoing development Issue 1 1–2 E

Walraven, Joost C.; see Belletti,Beatrice

Xiao, Jianzhuang; Fan, Yuhui;Tawana, M.M.: Residual com-pressive and flexural strength ofa recycled aggregate concretefollowing elevated temperatures Issue 2 168–175 T

Yamanobe, Shinichi; Saito,Kimio; Ichinomiya, Toshimichi;Kanamitsu, Yoshihisa: Bilateralloading experiment on andanalysis of concrete piers usingmortar-jointed ultra-high-strength fibre-reinforced con-crete precast formwork Issue 3 278–290 T

Yin, Xiaowei; see Lu, XilinZanuy, Carlos; Curbach,

Manfred; Lindorf, Alexander:Finite element study of bondstrength between concrete andreinforcement under unevenconfinement condition Issue 3 260–270 T



Analysis and design methods

Ahmad, Syed Ishtiaq; Tanabe,Tada-aki: Three-dimensional FEanalysis of reinforced concretestructures using the latticeequivalent continuum method[finite element; three-dimension-al model; simulation; reinforcedconcrete; ultimate strength; con-crete structure; lattice; model] Issue 1 51–59

Allaix, Diego Lorenzo; Carbone,Vincenzo Ilario; Mancini,Giuseppe: Global safety formatfor non-linear analysis of rein-forced concrete structures [safe-ty format; non-linear analysis;reinforced concrete structures;global resistance factors; MonteCarlo method] Issue 1 29–42

Balázs, György L.; Bisch, Philippe;Borosnyói, Adorján; Burdet,Olivier; Burns, Clare; Ceroni,Francesca; Cervenka, Vladimir;Chiorino, Mario A.; Debernardi,Piergiorgio; Eckfeldt, Lars; El-Badry, Mamdouh; Fehling,Ekkehard; Foster, Stephen J.;Ghali, Amin; Gribniak, Viktor;Guiglia, Matteo; Kaklauskas,Gintaris; Lark, Robert J.; Lenkei,Peter; Lorrain, Michel; Marí,Antonio; Ozbolt, Josko; Pecce,Marisa; Pérez Caldentey, Alejan-dro; Taliano, Maurizio; Tkalcic,Damir; Torrenti, Jean Michel;Torres, Lluis; Toutlemonde,François; Ueda, Tamon; Vitek,Jan L.; Vráblík, Luká: Designfor SLS according to fib ModelCode 2010 [MC2010; SLS; serviceability; cracking; crackcontrol; crack width limits;appearance; tightness; durability;bond; concrete cover; tensionstiffening; deflection; span-depthratio; long-term deformations;fib Model Code 2010] Issue 2 99–123

Belletti, Beatrice; Damoni, Cecilia;den Uijl, Joop A.; Hendriks, MaxA. N.; Walraven, Joost C.: Shearresistance evaluation of pre-stressed concrete bridge beams:fib Model Code 2010 guidelinesfor level IV approximations[shear resistance; safety levels;non-linear finite element analy-ses; prestressed beams; guide-lines] Issue 3 242–249

Cervenka, Vladimir: Reliability-based non-linear analysisaccording to fib Model Code2010 [non-linear analysis; safety

formats; reliability; fib ModelCode 2010] Issue 1 19–28

Clément, Thibault; Ramos, AntónioPinho; Fernández Ruiz, Miguel;Muttoni, Aurelio: Design forpunching of prestressed con-crete slabs [punching; flat slab;slab bridge; prestressing; in-plane forces; code predictions;Model Code 2010] Issue 2 157–167

di Prisco, Marco; Colombo, Mat-teo; Dozio, Daniele: Fibre-rein-forced concrete in fib ModelCode 2010: principles, modelsand test validation [fibre-rein-forced concrete; constitutiveequations; identification; model-ling; structural characteristiclength; structural behaviour;redundancy; structural design] Issue 4 342–361

Fardis, Michael N.: Performance-and displacement-based seis-mic design and assessment ofconcrete structures in fib ModelCode 2010 [concrete structures;cyclic loading; displacement-based design; fib Model Code;performance-based design; seis-mic assessment; seismic design;seismic loading] Issue 3 215–229

Helland, Steinar: Design for serv-ice life: implementation of fibModel Code 2010 rules in theoperational code ISO 16204 [fibModel Code 2010; ISO 16204;service life design] Issue 1 10–18

Iskhakov, Iakov; Ribakov, Yuri:Two-layer concrete bridgebeams as composite elements[high-performance concrete ele-ment; high-strength concrete;bridge beams; fibre-reinforcedconcrete] Issue 3 271–277

Khazraiyan, Najmeh; Liaghat,Gholam Hossein; Khodarahmi,Hossein: Normal impact ofhard projectiles on concretetargets [perforation process; con-crete structure; analytical model;hemispherical rigid projectile] Issue 2 176–183

Lu, Xilin; Yin, Xiaowei; Jiang,Huanjun: Restoring force modelfor steel reinforced concretecolumns with high steel ratio[SRC; high ratio of encased steel;restoring force model; skeletoncurve] Issue 4 415–422

Ng, Tian Sing; Foster, Stephen J.:Development of a mix designmethodology for high-perform-ance geopolymer mortars[geopolymer mortar; fly ash; mixdesign; compressive strength] Issue 2 148–156

Subject codes and keywords

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Phan, Thanh Song; Tailhan, Jean-Louis; Rossi, Pierre: 3D numeri-cal modelling of concrete struc-tural element reinforced withribbed flat steel rebars [rein-forced concrete structures; flatsteel rebar; concrete/rebar bond;cracking] Issue 4 378–388

Randl, Norbert: Design recom-mendations for interface sheartransfer in fib Model Code 2010[interface shear; dowel action;bond; aggregate interlock] Issue 3 230–241

Sagaseta, Juan: The influence ofaggregate fracture on the shearstrength of reinforced concretebeams: an experimental andanalytical research project[shear strength; aggregate inter-lock; high-performance con-crete; strut-and-tie method; non-linear finite element analysis] Issue 4 401–414

Sigrist, Viktor; Bentz, Evan; Ruiz,Miguel Fernández; Foster,Stephen; Muttoni, Aurelio:Background to the fib ModelCode 2010 shear provisions –part I: beams and slabs [fib;Model Code; prestressed con-crete; reinforced concrete; shear;design] Issue 3 195–203

Silva, Ricardo; Faria, Duarte M.Viúla; Ramos, A. Pinho; Inácio,Micael: A physical approach forconsidering how anchoragehead size influences the punch-ing capacity of slabs strength-ened with vertical steel bolts[punching; physical models; con-crete crushing; anchorage; verti-cal steel bolts; strengthening; flatslabs] Issue 4 389–400

Tailhan, Jean-Louis; Boulay,Claude; Rossi, Pierre; Le Maou,Fabrice; Martin, Eric: Compres-sive, tensile and bending basiccreep behaviours related to thesame concrete [concrete; creep;compression; tension; bending] Issue 2 124–130

Triantafillou, Thanasis; Matthys,Stijn: Fibre-reinforced polymerreinforcement enters fib ModelCode 2010 [fibre-reinforcedpolymers; fib Model Code 2010;reinforcement; strengthening] Issue 4 335–341

Zanuy, Carlos; Curbach, Manfred;Lindorf, Alexander: Finite ele-ment study of bond strengthbetween concrete and rein-forcement under uneven confinement condition [bond;confinement; finite elementanalysis; pull-out test; transversetension] Issue 3 260–270

Anchorage


Zanuy, Carlos; Curbach, Manfred;Lindorf, Alexander: Finite ele-ment study of bond strengthbetween concrete and rein-forcement under uneven confinement condition [bond;confinement; finite elementanalysis; pull-out test; transversetension] Issue 3 260–270

Art of engineering

Corres-Peiretti, Hugo: Sound engi-neering through conceptualdesign according to the fibModel Code 2010 [conceptualdesign; fib Model Code 2010;concrete structures] Issue 2 89–98

Muttoni, Aurelio; Lurati, Franco;Fernández Ruiz, Miguel: Con-crete shells – towards efficientstructures: construction of anellipsoidal concrete shell inSwitzerland [shell; concretestructure; design; sprayed con-crete; fibre-reinforced concrete;architecture] Issue 1 43–50

Bridge construction

Ayoub, Essam; Malek, Charles;Helmy, Gamal: Highlights ofthe design and construction ofa 12 km elevated APM bridgeproject in Saudi Arabia [precastconstruction; bridges; prestress-ing; stress analysis; unsymmetri-cal beam; box girder; curvedstructure] Issue 3 250–259


Yamanobe, Shinichi; Saito, Kimio;Ichinomiya, Toshimichi; Kana-mitsu, Yoshihisa: Bilateral load-ing experiment on and analysisof concrete piers using mortar-jointed ultra-high-strengthfibre-reinforced concrete pre-cast formwork [damage-free



bridge pier; ultra-high-strengthfibre-reinforced concrete; precastformwork] Issue 3 278–290

Building maintenance/refurbishment

Matthews, Stuart; Bigaj-van Vliet,Agnieszka: Conservation ofconcrete structures accordingto fib Model Code 2010 [conser-vation; assessment; evaluation;condition control; intervention;fib Model Code 2010] Issue 4 362–377

Building materials/construction materials



Isaacs, Ben; Lark, Robert; Jeffer-son, Tony; Davies, Robert;Dunn, Simon: Crack healing ofcementitious materials usingshrinkable polymer tendons[crack closure; autogenous healing; durability; polymer tendons] Issue 2 138–147

Müller, Harald S.; Anders, Isabel;Breiner, Raphael; Vogel,Michael: Concrete: treatment oftypes and properties in fibModel Code 2010 [fib; ModelCode 2010; structural concrete;concrete properties; materialmodels; creep and shrinkage;durability; service life design] Issue 4 320–334

Ng, Tian Sing; Foster, Stephen J.:Development of a mix designmethodology for high-perform-ance geopolymer mortars[geopolymer mortar; fly ash; mixdesign; compressive strength] Issue 2 148–156


Seo, Tae-Seok; Kim, Jung-Chul:Behaviour of concrete in astress continuity region aftercracking under restrained dry-ing shrinkage [shrinkage; uniaxi-al restrained specimen; stresscontinuity region; bond analysis;effective tensile Young’s modu-lus] Issue 2 131–137


Xiao, Jianzhuang; Fan, Yuhui;Tawana, M.M.: Residual com-pressive and flexural strengthof a recycled aggregate con-crete following elevated tem-peratures [recycled aggregateconcrete (RAC); recycled coarseaggregates (RCAs); residual com-pressive strength; residual flexur-al strength; elevated tempera-ture] Issue 2 168–175

Design and construction


Balázs, György L.; Bisch, Philippe;Borosnyói, Adorján; Burdet,Olivier; Burns, Clare; Ceroni,Francesca; Cervenka, Vladimir;Chiorino, Mario A.; Debernardi,Piergiorgio; Eckfeldt, Lars; El-Badry, Mamdouh; Fehling,Ekkehard; Foster, Stephen J.;Ghali, Amin; Gribniak, Viktor;Guiglia, Matteo; Kaklauskas,Gintaris; Lark, Robert J.; Lenkei,Peter; Lorrain, Michel; Marí,Antonio; Ozbolt, Josko; Pecce,Marisa; Pérez Caldentey, Alejan-dro; Taliano, Maurizio; Tkalcic,Damir; Torrenti, Jean Michel;Torres, Lluis; Toutlemonde,François; Ueda, Tamon; Vitek,Jan L.; Vráblík, Luká: Designfor SLS according to fib ModelCode 2010 [MC2010; SLS; serv-iceability; cracking; crack con-trol; crack width limits; appear-ance; tightness; durability; bond;concrete cover; tension stiffen-ing; deflection; span-depth ratio;long-term deformations; fibModel Code 2010] Issue 2 99–123

9



Bigaj-van Vliet, Agnieszka;Vrouwenvelder, Ton: Reliabilityin the performance-based con-cept of fib Model Code 2010[concrete structures; design andassessment; fib Model Code2010; performance-basedapproach; performance require-ments; reliability management] Issue 4 309–319





Lee, Tai-Kuang; Chen, Cheng-Cheng; Pan, Austin D.E.; Hsiue,Kai-Yuan; Tsai, Wei-Ming; Hwa,Ken: Experimental evaluationof large circular RC columnsunder pure compression [rein-forced concrete; circular col-umn; spiral; circular tie] Issue 1 60–68



Pérez Caldentey, Alejandro; CorresPeiretti, Hugo; Peset Iribarren,Joan; Giraldo Soto, Alejandro:Cracking of RC members revis-ited: influence of cover, φ /ρs,efand stirrup spacing – an experi-mental and theoretical study

[cracking; φ /ρs,ef; cover; influ-ence of stirrups] Issue 1 69–78

Sakai, Koji: Sustainability in fibModel Code 2010 and its futureperspective [concrete; CO2;energy; fib Model Code 2010;resources; safety; sustainability] Issue 4 301–308


Yamanobe, Shinichi; Saito, Kimio;Ichinomiya, Toshimichi; Kana-mitsu, Yoshihisa: Bilateral load-ing experiment on and analysisof concrete piers using mortar-jointed ultra-high-strengthfibre-reinforced concrete pre-cast formwork [damage-freebridge pier; ultra-high-strengthfibre-reinforced concrete; precastformwork] Issue 3 278–290

Directives



Clément, Thibault; Ramos, AntónioPinho; Fernández Ruiz, Miguel;Muttoni, Aurelio: Design for



punching of prestressed con-crete slabs [punching; flat slab;slab bridge; prestressing; in-plane forces; code predictions;Model Code 2010] Issue 2 157–167




Dynamic actions/earthquakes



Lu, Xilin; Yin, Xiaowei; Jiang,Huanjun: Restoring force modelfor steel reinforced concretecolumns with high steel ratio[SRC; high ratio of encased steel;restoring force model; skeletoncurve] Issue 4 415–422

Eurocode

Allaix, Diego Lorenzo; Carbone,Vincenzo Ilario; Mancini,Giuseppe: Global safety formatfor non-linear analysis of rein-

forced concrete structures [safe-ty format; non-linear analysis;reinforced concrete structures;global resistance factors; MonteCarlo method] Issue 1 29–42



Execution of construction works



fib Model Code 2010



Fardis, Michael N.: Performance-and displacement-based seis-mic design and assessment ofconcrete structures in fib Model

11



Code 2010 [concrete structures;cyclic loading; displacement-based design; fib Model Code;performance-based design; seis-mic assessment; seismic design;seismic loading] Issue 3 215–229


Muttoni, Aurelio; Ruiz, Miguel Fer-nández; Bentz, Evan; Foster,Stephen; Sigrist, Viktor: Back-ground to fib Model Code 2010shear provisions – part II:punching shear [fib Model Code2010; punching shear; flat slabs;critical shear crack theory; levelof approximation] Issue 3 204–214







Walraven, Joost: fib Model Codefor Concrete Structures 2010:

mastering challenges andencountering new ones [con-crete; structures; codes; recom-mendations; future develop-ments; fib Model Code 2010] Issue 1 3–9

Fire protection


General

Allaix, Diego Lorenzo; Carbone,Vincenzo Ilario; Mancini,Giuseppe: Global safety formatfor non-linear analysis of rein-forced concrete structures [safe-ty format; non-linear analysis;reinforced concrete structures;global resistance factors; MonteCarlo method] Issue 1 29–42

Cervenka, Vladimir: Reliability-based non-linear analysisaccording to fib Model Code2010 [non-linear analysis; safetyformats; reliability; fib ModelCode 2010] Issue 1 19–28




Ng, Tian Sing; Foster, Stephen J.:Development of a mix designmethodology for high-perform-ance geopolymer mortars[Geopolymer mortar; Fly ash;mix design; Compressivestrength] Issue 2 148–156

Seo, Tae-Seok; Kim, Jung-Chul:Behaviour of concrete in astress continuity region after



cracking under restrained dry-ing shrinkage [shrinkage; uniaxi-al restrained specimen; stresscontinuity region; bond analysis;effective tensile Young’s modu-lus] Issue 2 131–137

Walraven, Joost: fib Model Codefor Concrete Structures 2010:mastering challenges andencountering new ones [con-crete; structures; codes; recom-mendations; future develop-ments; fib Model Code 2010] Issue 1 3–9

Guidelines




di Prisco, Marco; Colombo, Mat-teo; Dozio, Daniele: Fibre-rein-forced concrete in fib ModelCode 2010: principles, modelsand test validation [fibre-rein-forced concrete; constitutiveequations; identification; model-

ling; structural characteristiclength; structural behaviour;redundancy; structural design] Issue 4 342–361



Prestressed concrete





Regulations

Balázs, György L.; Bisch, Philippe;Borosnyói, Adorján; Burdet,Olivier; Burns, Clare; Ceroni,Francesca; Cervenka, Vladimir;Chiorino, Mario A.; Debernardi,

13



Piergiorgio; Eckfeldt, Lars; El-Badry, Mamdouh; Fehling,Ekkehard; Foster, Stephen J.;Ghali, Amin; Gribniak, Viktor;Guiglia, Matteo; Kaklauskas,Gintaris; Lark, Robert J.; Lenkei,Peter; Lorrain, Michel; Marí,Antonio; Ozbolt, Josko; Pecce,Marisa; Pérez Caldentey, Alejan-dro; Taliano, Maurizio; Tkalcic,Damir; Torrenti, Jean Michel;Torres, Lluis; Toutlemonde,François; Ueda, Tamon; Vitek,Jan L.; Vráblík, Luká: Designfor SLS according to fib ModelCode 2010 [MC2010; SLS; serv-iceability; cracking; crack con-trol; crack width limits; appear-ance; tightness; durability; bond;concrete cover; tension stiffen-ing; deflection; span-depth ratio;long-term deformations; fibModel Code 2010] Issue 2 99–123






Reinforcement


Pérez Caldentey, Alejandro; CorresPeiretti, Hugo; Peset Iribarren,Joan; Giraldo Soto, Alejandro:Cracking of RC members revis-ited: influence of cover, φ /ρs,efand stirrup spacing – an experi-mental and theoretical study[cracking; φ /ρs,ef; cover; influ-ence of stirrups] Issue 1 69–78



Standards


Bigaj-van Vliet, Agnieszka;Vrouwenvelder, Ton: Reliabilityin the performance-based con-



cept of fib Model Code 2010[concrete structures; design andassessment; fib Model Code2010; performance-basedapproach; performance require-ments; reliability management] Issue 4 309–319





Standards, regulations, guidelines, directives


Cervenka, Vladimir: Reliability-based non-linear analysisaccording to fib Model Code2010 [non-linear analysis; safetyformats; reliability; fib ModelCode 2010] Issue 1 19–28

Fardis, Michael N.: Performance-and displacement-based seis-mic design and assessment ofconcrete structures in fib ModelCode 2010 [concrete structures;cyclic loading; displacement-

based design; fib Model Code;performance-based design; seis-mic assessment; seismic design;seismic loading] Issue 3 215–229



Muttoni, Aurelio; Ruiz, Miguel Fernández; Bentz, Evan; Foster,Stephen; Sigrist, Viktor: Back-ground to fib Model Code 2010shear provisions – part II:punching shear [fib Model Code2010; punching shear; flat slabs;critical shear crack theory; levelof approximation] Issue 3 204–214


Walraven, Joost: fib Model Codefor Concrete Structures 2010:mastering challenges andencountering new ones [con-crete; structures; codes; recom-mendations; future develop-ments; fib Model Code 2010] Issue 1 3–9

Testing/experiments



Lu, Xilin; Yin, Xiaowei; Jiang,Huanjun: Restoring force modelfor steel reinforced concretecolumns with high steel ratio[SRC; high ratio of encased steel;

15



restoring force model; skeletoncurve] Issue 4 415–422

Pérez Caldentey, Alejandro; CorresPeiretti, Hugo; Peset Iribarren,Joan; Giraldo Soto, Alejandro:Cracking of RC members revis-ited: influence of cover, φ /ρs,efand stirrup spacing – an experi-mental and theoretical study[cracking; φ /ρs,ef; cover; influ-ence of stirrups] Issue 1 69–78



Seo, Tae-Seok; Kim, Jung-Chul:Behaviour of concrete in astress continuity region aftercracking under restrained dry-ing shrinkage [shrinkage; uniaxi-al restrained specimen; stresscontinuity region; bond analysis;effective tensile Young’s modu-lus] Issue 2 131–137

Silva, Ricardo; Faria, Duarte M.Viúla; Ramos, A. Pinho; Inácio,Micael: A physical approach forconsidering how anchorage

head size influences the punch-ing capacity of slabs strength-ened with vertical steel bolts[punching; physical models; con-crete crushing; anchorage; verti-cal steel bolts; strengthening; flatslabs] Issue 4 389–400


Yamanobe, Shinichi; Saito, Kimio;Ichinomiya, Toshimichi; Kana-mitsu, Yoshihisa: Bilateral load-ing experiment on and analysisof concrete piers using mortar-jointed ultra-high-strengthfibre-reinforced concrete pre-cast formwork [damage-freebridge pier; ultra-high-strengthfibre-reinforced concrete; precastformwork] Issue 3 278–290

Zanuy, Carlos; Curbach, Manfred;Lindorf, Alexander: Finite ele-ment study of bond strengthbetween concrete and rein-forcement under uneven con-finement condition [bond; con-finement; finite element analysis;pull-out test; transverse tension] Issue 3 260–270

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Documents

Jahresinhalt SuCo 2013 · PDF fileDebernardi, Piergiorgio; see Balázs, György L. ... Matteo; Dozio, Daniele: Fibre-reinforced concrete in fib Model Code 2010: principles, models