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INFORMATION SYSTEMS AND LOGISTICS IN CIVIL ENGINEERING

COMPUTER-AIDED ANALYSIS OF THE REINFORCEMENT OF A LOGGIA SLAB THAT HAS A BRICK BARRIER

Vestnik MGSU 8/2012
  • Zaikin Vladimir Genrikhovich - State Unitary Enterprise Vladimirgrazhdanproekt - Principal Institute of Structural Design postgraduate student, Director, Department of Analysis of Building Structures 8 (4922) 32-62-32, 8 (4922) 32-27-54, State Unitary Enterprise Vladimirgrazhdanproekt - Principal Institute of Structural Design, Vladimir, 9 Oktyabrskiy prospekt, 600025, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 221 - 225

In the paper, the author demonstrates the possibility to take account of effective stiffness of the
barrier in the analysis of the reinforcement of a loggia slab based on the condition of deflection. No
enhanced reinforcement is needed, unlike in the event of a manual analysis.
The method of computer-aided analysis proposed by the author may be applicable to the
analysis of monolithic mushroom structures, particularly, to those sections that are located below the
walls. The amount of reinforcing steel saved through the application of the proposed methodology
may exceed 50 %, if the boundary deflection values are taken into account.

DOI: 10.22227/1997-0935.2012.8.221 - 225

References
  1. SNiP 2.01.07—85*. Nagruzki i vozdeystviya [Construction Norms and Rules 2.01.07—85*. Loads and Actions]. Gosstroy SSSR [USSR State Committee for Construction]. Moscow, GUP TsPP [State Unitary Enterprise Centre for Design Products in the Construction Industry]. 2000, 44 p.
  2. SNiP II-22—81*. Kamennye i armokamennye konstruktsii [Construction Norms and Rules II-22—81*. Masonry and Reinforced Masonry Structures]. Gosstroy Rossii [State Committee for Construction of Russia]. Moscow, FGUP TsPP [Federal State Unitary Enterprise Centre for Design Products in the Construction Industry], 2004, 41 p.
  3. SP 52-101—2003. Betonnye i zhelezobetonnye konstruktsii bez predvaritel’nogo napryazheniya armatury [Construction Rules 52-101—2003. Concrete and Reinforced Concrete Structures without Prestressing of the Reinforcement]. NIIZhB Gosstroya Rossii [Scientific and Research Institute of Concrete and Reinforced Concrete of the State Committee for Construction of Russia]. Moscow, FGUP TsPP [Federal State Unitary Enterprise Centre for Design Products in the Construction Industry]. 2004, 53 p.
  4. Posobie po proektirovaniyu betonnykh i zhelezobetonnykh konstruktsiy iz tyazhelogo betona bez predvaritel’nogo napryazheniya armatury (k SP 52-101—2003) [Manual on Design of Concrete and Reinforced Concrete Structures Made of Heavy Concrete without Prestressing of the Reinforcement (Based on Construction Rules 52-101-2003)]. Moscow, TsNIIPromzdaniy [Central Scientific and Research Institute of Industrial Buildings], Moscow, 2005, 214 p.
  5. SNiP 3.03.01—87. Nesushchie i ograzhdayushchie konstruktsii [Construction Norms and Rules 3.03.01—87. Bearing and Walling Structures]. Gosstroy SSSR [USSR State Committee for Construction]. Moscow, 1988, 191 p.

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