1 |
American Concrete Institute (ACI) (1999), 'Building code requirements for structural concrete and commentary', ACI 318-99, Detroit
|
2 |
Blaauwenclraad, J. and Hoogenboom, P.C.J. (2000), 'Design tool for structural concrete D-regions', Proc. ofthe Int. Symp. on Modern Concrete Composites & Infrastructures (MCCI'2000), Northern Jiaotong University , Beijing, China, 1, 3-10
|
3 |
European Committee for Standardization (CEN) (1992), 'Design of concrete structures, Part 1: General rules and rules for buildings', Eurocode 2, Brussels
|
4 |
Leonhardt, F. (1984), Grunlagen zur Bemessung im Stahlbetonbau (Teil 1, Dritte Auflage), Springer-Verlag, UK
|
5 |
Mottaock, A.H. and Chan, T.C. (1979), 'Design and behavior of dapped end beams', Prestressed Concrete Institute Journal, 24(6), 28-45
|
6 |
Mottaock, A.H. (1986), 'Behavior and design of dapped end members', Proceedings, Seminar of Precast Concrete Construction in Seismic Zones, Tokyo, 81-100
|
7 |
Schlaich, J., Schafer, K. and Jnnewein, M. (1987), 'Toward a consistent design of structural concrete', Prestressed Concrete Institute Journal, 32(3), 74-150
|
8 |
Thomas, T.C. (1998), 'Unified approach to shear analysis and design', J. Cement and Concrete Composites, 20, 419-435
DOI
ScienceOn
|
9 |
Wang, Quanfeng, et al. (1996), 'Study on detailing at the ends of notched concrete beams', Proc. on Studies and Applications of Joint Connections of Concrete Structures and of Structural Earthquake Resistant Detailing, 115-121, Qingdao, China (in Chinese)
|
10 |
Zararis, P.D. and Papadakis, G.C. (2001), 'Diagonal shear failure and size effect in RC beams without web reinforcement', J. Struct. Eng., ASCE, 127(7), 733-742
DOI
ScienceOn
|