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Structural Concrete - v. 14, n. 3 (septembre 2013)

Publié:	septembre 2013
DOI:	10.1002/suco.v14.3

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Muttoni, Aurelio / Fernández Ruiz, Miguel / Bentz, Evan / Foster, Stephen / Sigrist, Viktor	Background to fib Model Code 2010 shear provisions (part II): punching shear	204-214
Sigrist, Viktor / Bentz, Evan / Fernández Ruiz, Miguel / Foster, Stephen / Muttoni, Aurelio	Background to the fib Model Code 2010 shear provisions (part I): beams and slabs	195-203
Yamanobe, Shinichi / Saito, Kimio / Ichinomiya, Toshimichi / Kanamitsu, Yoshihisa	Bilateral loading experiment on and analysis of concrete piers using mortar-jointed ultra-high-strength fibre-reinforced concrete precast formwork	278-290
Randl, Norbert	Design recommendations for interface shear transfer in fib Model Code 2010	230-241
Zanuy, Carlos / Curbach, Manfred / Lindorf, Alexander	Finite element study of bond strength between concrete and reinforcement under uneven confinement condition	260-270
Ayoub, Essam / Malek, Charles / Helmy, Gamal	Highlights of the design and construction of a 12 km elevated APM bridge project in Saudi Arabia	250-259
Fardis, Michael N.	Performance- and displacement-based seismic design and assessment of concrete structures in fib Model Code 2010	215-229
Foster, Stephen	Physical understandings and development of mechanical models for the design of concrete structures	193-194
Belletti, Beatrice / Damoni, Cecilia / den Uijl, Joop A. / Hendriks, Max A. N. / Walraven, Joost C.	Shear resistance evaluation of prestressed concrete bridge beams: fib Model Code 2010 guidelines for level IV approximations	242-249
Iskhakov, Iakov / Ribakov, Yuri	Two-layer concrete bridge beams as composite elements	271-277

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IssueID
11046
Publié(e) le:
30.09.2018
Modifié(e) le:
29.06.2019

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