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Comparative analysis of diagonal tension design toward EC2 and PBAB-87

Uporedna analiza proračuna kosih glavnih napona prema EC2 i PBAB-87

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Authors
Okrajnov-Bajić, Ruža
Pecić, Nenad
Article (Published version)
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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.
Keywords:
concrete / shear / design / shear resistance / BAB-87 / EN 1992-1-1:2004 Eurocode 2 / beton / smicanje / proračun / nosivost pri smicanju / BAB-87 / EN 1992-1-1:2004 Evrokod 2
Source:
Građevinski kalendar, 2009, 41, 128-146
Publisher:
  • Savez građevinskih inženjera Srbije, Beograd

ISSN: 0352-2733

[ Google Scholar ]
Handle
https://hdl.handle.net/21.15107/rcub_raf_59
URI
https://raf.arh.bg.ac.rs/handle/123456789/59
Collections
  • Publikacije istraživača / Researchers' publications
Institution/Community
Arhitektonski fakultet
TY  - JOUR
AU  - Okrajnov-Bajić, Ruža
AU  - Pecić, Nenad
PY  - 2009
UR  - https://raf.arh.bg.ac.rs/handle/123456789/59
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
IS  - 41
SP  - 128
EP  - 146
UR  - https://hdl.handle.net/21.15107/rcub_raf_59
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",
number = "41",
pages = "128-146",
url = "https://hdl.handle.net/21.15107/rcub_raf_59"
}
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.
https://hdl.handle.net/21.15107/rcub_raf_59
Okrajnov-Bajić R, Pecić N. Comparative analysis of diagonal tension design toward EC2 and PBAB-87. in Građevinski kalendar. 2009;(41):128-146.
https://hdl.handle.net/21.15107/rcub_raf_59 .
Okrajnov-Bajić, Ruža, Pecić, Nenad, "Comparative analysis of diagonal tension design toward EC2 and PBAB-87" in Građevinski kalendar, no. 41 (2009):128-146,
https://hdl.handle.net/21.15107/rcub_raf_59 .

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