CHOICE OF A RATIONAL VARIANT OF TENT COVERING FOR THE AIRPORT CARGO TERMINAL IN VIEW OF THE STRESS-STRAIN STATE
Abstract
The article provides an overview of the structure of the hanging tent covering and the results of theoretical studies based on the method of finite-elements under influence of temporary and permanent loads. Conclusions were drawn taking into account two groups of limit states, also a technical and economic comparison of coverage options was performed.
About the Authors
Svetlana V. Kartoshina
MADI
Russian Federation
Ph. D., associate professor
Russian Federation
Ph. D., associate professor
Alexander A. Goncharuk
MADI
Russian Federation
student
Russian Federation
student
References
1. Kartoshina S.V. Primery proektirovanija zhelezobetonnyh prostranstvennyh konstrukcij: ucheb. posobie dlja vuzov (Examples of design of reinforced concrete spatial structures), Moscow, MADI, 2011, 66 p.
2. SP 52-117-2008. Zhelezobetonnye prostranstvennye konstrukcii pokrytij i perekrytij. Metody rascheta i konstruirovanie (Reinforced concrete spatial structures of roofs and ceilings. The methods of calculation and designing), Moscow, OAO NIC «Stroitel'stvo», 2010.
3. Jaroshutin, D.A. Raschet transportnyh sooruzhenij v SOFiSTiK. Vol. 1. Organizacija proekta SOFiSTiK Structural Desktop (SSD) (The calculation of transport structures in SOFiSTiK. Part 1. Project organisation SOFiSTiK Structural Desktop (SSD)), Saint Petersburg, SPbGASU, 2011.
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