Design proceedings of reinforced concrete in accordance with EN 1992-1-1:2004 Eurocode 2 and with current Serbian regulations PBAB-87 are given. The difference in design and results between members not requiring design shear reinforcement and members requiring design shear reinforcement are analyzed. Minimal reinforcement ratio for shear reinforcement is particularly considered.
Dati su postupci proračuna armiranobetonskih elemenata opterećenih smicanjem prema EN 1992-1-1: 2004 Evrokod 2 i prema važećem srpskom pravilniku PBAB-87. Analizirane su razlike u proračunu i dobijenim rezultatima u slučaju elemenata bez potrebne računske armature za prijem smicanja i elemenata sa računskom armaturom za prijem smicanja. Posebno je razmatran minimalni procenat armiranja armaturom za smicanje.
TY - JOUR
AU - Okrajnov-Bajić, Ruža
AU - Pecić, Nenad
PY - 2009
UR - https://grafar.grf.bg.ac.rs/handle/123456789/246
AB - Design proceedings of reinforced concrete in accordance with EN 1992-1-1:2004 Eurocode 2 and with current Serbian regulations PBAB-87 are given. The difference in design and results between members not requiring design shear reinforcement and members requiring design shear reinforcement are analyzed. Minimal reinforcement ratio for shear reinforcement is particularly considered.
AB - Dati su postupci proračuna armiranobetonskih elemenata opterećenih smicanjem prema EN 1992-1-1: 2004 Evrokod 2 i prema važećem srpskom pravilniku PBAB-87. Analizirane su razlike u proračunu i dobijenim rezultatima u slučaju elemenata bez potrebne računske armature za prijem smicanja i elemenata sa računskom armaturom za prijem smicanja. Posebno je razmatran minimalni procenat armiranja armaturom za smicanje.
PB - Savez građevinskih inženjera Srbije, Beograd
T2 - Građevinski kalendar
T1 - Comparative analysis of diagonal tension design toward EC2 and PBAB-87
T1 - Uporedna analiza proračuna kosih glavnih napona prema EC2 i PBAB-87
EP - 146
IS - 41
SP - 128
UR - conv_392
ER -
@article{
author = "Okrajnov-Bajić, Ruža and Pecić, Nenad",
year = "2009",
abstract = "Design proceedings of reinforced concrete in accordance with EN 1992-1-1:2004 Eurocode 2 and with current Serbian regulations PBAB-87 are given. The difference in design and results between members not requiring design shear reinforcement and members requiring design shear reinforcement are analyzed. Minimal reinforcement ratio for shear reinforcement is particularly considered., Dati su postupci proračuna armiranobetonskih elemenata opterećenih smicanjem prema EN 1992-1-1: 2004 Evrokod 2 i prema važećem srpskom pravilniku PBAB-87. Analizirane su razlike u proračunu i dobijenim rezultatima u slučaju elemenata bez potrebne računske armature za prijem smicanja i elemenata sa računskom armaturom za prijem smicanja. Posebno je razmatran minimalni procenat armiranja armaturom za smicanje.",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "Građevinski kalendar",
title = "Comparative analysis of diagonal tension design toward EC2 and PBAB-87, Uporedna analiza proračuna kosih glavnih napona prema EC2 i PBAB-87",
pages = "146-128",
number = "41",
url = "conv_392"
}
Okrajnov-Bajić, R.,& Pecić, N.. (2009). Comparative analysis of diagonal tension design toward EC2 and PBAB-87. in Građevinski kalendar
Savez građevinskih inženjera Srbije, Beograd.(41), 128-146.
conv_392
Okrajnov-Bajić R, Pecić N. Comparative analysis of diagonal tension design toward EC2 and PBAB-87. in Građevinski kalendar. 2009;(41):128-146.
conv_392 .
Okrajnov-Bajić, Ruža, Pecić, Nenad, "Comparative analysis of diagonal tension design toward EC2 and PBAB-87" in Građevinski kalendar, no. 41 (2009):128-146,
conv_392 .
