An overall comparison of the shear design according to EC2 (prEN 1992-1-1, July 2002.) with Yugoslav PBAB 87 is presented. Required amount of the reinforcing steel is analyzed through several levels of stressing. Changes of the first published ENV 1992-1-1 (December 1991.), related to the shear design, are also reviewed.
TY - CONF
AU - Pecić, Nenad
PY - 2003
UR - https://grafar.grf.bg.ac.rs/handle/123456789/2273
AB - An overall comparison of the shear design according to EC2 (prEN 1992-1-1, July 2002.) with Yugoslav PBAB 87 is presented. Required amount of the reinforcing steel is analyzed through several levels of stressing. Changes of the first published ENV 1992-1-1 (December 1991.), related to the shear design, are also reviewed.
PB - MASE-Macedonian Association of Structural Engineers
C3 - 10th International Symposium MASE
T1 - EC2: Design of reinforced concrete for shear
EP - 430
SP - 425
VL - 1
ER -
@conference{
author = "Pecić, Nenad",
year = "2003",
url = "https://grafar.grf.bg.ac.rs/handle/123456789/2273",
abstract = "An overall comparison of the shear design according to EC2 (prEN 1992-1-1, July 2002.) with Yugoslav PBAB 87 is presented. Required amount of the reinforcing steel is analyzed through several levels of stressing. Changes of the first published ENV 1992-1-1 (December 1991.), related to the shear design, are also reviewed.",
publisher = "MASE-Macedonian Association of Structural Engineers",
journal = "10th International Symposium MASE",
title = "EC2: Design of reinforced concrete for shear",
pages = "430-425",
volume = "1"
}
Pecić N. EC2: Design of reinforced concrete for shear. 10th International Symposium MASE. 2003;1:425-430
Pecić, N. (2003). EC2: Design of reinforced concrete for shear.
10th International Symposium MASEMASE-Macedonian Association of Structural Engineers., 1, 425-430.
Pecić Nenad, "EC2: Design of reinforced concrete for shear" 1 (2003):425-430
