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

Published:	September 2013
DOI:	10.1002/suco.v14.3

Published:

September 2013

DOI:

10.1002/suco.v14.3

Author(s)	Title	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

Author(s)

Title

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

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

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