Optimization of in situ construction of concrete decks: Flexure tests of compact splices of reinforcement between phases
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José Turmo | Angel C. Aparicio | Gonzalo Ramos | José Ramón Díaz de Terán | Bryan E. Barragán | Juan José Jorquera
[1] Sung-Pil Chang,et al. Crack control of a steel and concrete composite plate girder with prefabricated slabs under hogging moments , 2005 .
[2] Michael G. Oliva,et al. Combined loading of a bridge deck reinforced with a structural FRP stay-in-place form , 2009 .
[3] Sami H. Rizkalla,et al. Strengthening of prestressed concrete girders with composites: Installation, design and inspection , 2009 .
[4] Sung-Pil Chang,et al. Experimental study on static and fatigue strength of loop joints , 2007 .
[5] Jure Radić,et al. Actions on structures , 2006 .
[6] Bassem O Andrawes,et al. Analytical prediction of transfer length in prestressed self-consolidating concrete girders using pull-out test results , 2011 .
[7] P. Paramasivam,et al. Flexural Behavior of Precast Joints with Horizontal Loop Connections , 2006 .
[8] R. P. Johnson,et al. General rules and rules for buildings , 2004 .
[9] Mervyn J. Kowalsky,et al. Behavior of instrumented prestressed high performance concrete bridge girders , 2010 .
[10] James L Noland,et al. Computer-Aided Structural Engineering (CASE) Project: Decision Logic Table Formulation of ACI (American Concrete Institute) 318-77 Building Code Requirements for Reinforced Concrete for Automated Constraint Processing. Volume 1. , 1986 .
[11] Michael G. Oliva,et al. Hybrid concrete and pultruded-plank slabs for highway and pedestrian bridges , 2010 .
[12] Arthur H. Nilson,et al. Design of concrete structures , 1972 .
[13] A W Beeby,et al. CONCISE EUROCODE FOR THE DESIGN OF CONCRETE BUILDINGS. BASED ON BSI PUBLICATION DD ENV 1992-1-1: 1992. EUROCODE 2: DESIGN OF CONCRETE STRUCTURES. PART 1: GENERAL RULES AND RULES FOR BUILDINGS , 1993 .
[14] Sung-Pil Chang,et al. Crack control of a continuous composite two-girder bridge with prefabricated slabs under static and fatigue loads , 2007 .
[15] Joško Ožbolt,et al. Effect of lap reinforcement in link slabs of highway bridges , 2008 .
[16] A. A. Mufti,et al. Behaviour of bridge deck cantilever overhangs subjected to a static and fatigue concentrated load , 2009 .
[17] A. P. Kirillov,et al. Calculation of the strength and design of welding loops and linear anchor joints in combined precast-in situ reinforced concrete members , 1989 .
[18] K. C. G. Ong,et al. A strut-and-tie model for ultimate loads of precast concrete joints with loop connections in tension , 2006 .
[19] G. Georgiou,et al. Determination of the Rheological Parameters of Self-Compacting Concrete Matrix Using Slump Flow Test , 2010 .
[20] A. S. G. Bruggeling,et al. Prefabrication with Concrete , 1991 .
[21] Qing-Jie Wen. Long-term effect analysis of prestressed concrete box-girder bridge widening , 2011 .
[22] N MunazAhmed. Numerical Simulation of Fresh Concrete (4) Three-Dimensional Discrete Element Simulation of U-Box Boxed and V-Funnel Test for Self-Compacting Concrete , 2000 .
[23] Alan H. Mattock,et al. EFFECTIVENESS OF LOOP ANCHORAGES FOR REINFORCEMENT IN PRECAST CONCRETE MEMBERS , 1994 .
[24] Catherine W. French,et al. Field and Laboratory Study of the Mn/DOT Precast Slab Span System , 2007 .
[25] Mohamed Nazier,et al. Aerospace technology for strengthening of bridges , 2009 .
[26] Abderrahmane Kibboua,et al. Dynamic analysis of a bridge repaired by CFRP: Experimental and numerical modelling , 2011 .
[27] Alvaro García Meseguer. Estructuras de hormigón armado , 1986 .
[28] Luc Taerwe,et al. fib Bulletin 10. Bond of reinforcement in concrete , 2000 .