Suggestions for General Rules of Calculation and Design of Precast-Monolithic Frame Girderless Structural Systems of Multi-Storey Residential and Public Buildings

The provisions of the general rules of calculation and design of precast frame girderless structural systems for buildings of various functional purposes are presented. The development of general rules of calculation is due to the shortcomings of the existing regulatory framework, as well as a large number of problems of design and expert organizations when developing and evaluating structural solutions of these buildings. The general provisions for the calculation of structural systems, including the general calculation of the structural system and the calculation of its elements and components are proposed. The calculations are proposed to be performed in a two-stage formulation. At the first stage, the main parameters of the structural system are determined, at the second stage, the calculations of the main representatives of the bearing structures and their conjugation units are performed on the action of the forces obtained from the general calculation of the structural system are made. In addition to the basic rules of calculation, methods are proposed for the design of precast frame jointless structural systems, including design methods of elements and nodes of their mates.

S.A. ZENIN, Candidate of Science (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
R.Sh. SHARIPOV, Candidate of Science (Engineering)
O.V. KUDINOV, Engineer

Research Institute of Concrete and Reinforced Concrete named after A.A. Gvozdev (NIIZHB), JSC “Research Center of Construction” (6, 2nd Institutskaya Street, Moscow, 109428, Russian Federation)

1. SP 16.13330.2017 “SNiP II-23–81* Steel Structures”. Moscow: Standardinform, 2017. (In Russian).
2. SP 20.13330.2016 “SNiP 2.01.07–85* Loads and Impacts”. Moscow. 2016. (In Russian).
3. SP 22.13330.2016 “SNiP 2.02.01–83* Foundations of buildings and structures”. Moscow: Standardinform. 2017. (In Russian).
4. SP 24.13330.2011 “SNiP 2.02.03–85 Pile foundations”. Moscow: JSC “Code”. 2011. (In Russian).
5. SP 28.13330.2012 “Protection of building structures against corrosion”. Moscow: Ministry of Regional Development of Russia. 2012. (In Russian).
6. SP 63.13330.2012 “SNiP 52-01–2003 Concrete and reinforced concrete structures. The main provisions”. Moscow: 2013. (In Russian).
7. Posobiye po proyektirovaniyu zhilykh zdaniy. Vyp. 3. Chast’ 1, 2. Konstruktsii zhilykh zdaniy (k SNiP 2.08.01–85) [Handbook for the design of residential buildings. Issue 3. Part 1, 2. Designs of residential buildings (to SNiP 2.08.01–85)., 1986.]. Moscow: TSNIIEP zhilishcha of the State Committee on Architecture. 1986.
8. Khandzhi V.V. Raschet mnogoetazhnykh zdaniy so svyazevym karkasom [Calculation of multi-storey buildings with a tie frame]. Moscow: Stroyizdat. 1977. 192 p.
9. Dykhovichnyy Yu.A., Maksimenko V.A. Sbornyy zhelezobetonnyy unifitsirovannyy karkas [Precast reinforced concrete unified frame]. Moscow: Stroyizdat. 1985. 296 p.
10. BS 8110-1: 1997. Structural use of concrete – Part 1: Code of practice for design and construction. https://crcrecruits.files.wordpress.com/2014/04/bs8110-1-1997-structural-use-of-concrete-design-construction.pdf
11. Elliott K.S., Tovey A.K. Precast concrete frame buildings. Design guide. British Cement Association. 1992, 96 p.
12. Design Recommendations of Precast Prestressed Hollow Core Floors. CEB-FIP Commission draft manual, 2016.
13. Design of Hybrid Concrete Buidings. The Concrete Centre, 2009.
14. Technical Manual. Deltabeam. Composite beam. Peikko Group 8/2014.
15. Design of hollow-core floors as composite members. FIP commission on prefabrication. Preliminary report, 1992.
16. PCI Manual for the design of hollow core slabs. Precast/Prestressed Concrete Institute, 1998.
17. GOST 27751–2014 Reliability of building structures and bases. Basic provisions and requirements. Moscow: Standardinform, 2015. (In Russian).
18. SP 2.13130.2012 Fire protection systems. Providing fire resistance of objects of protection. Moscow: MES of Russia; FSBI VNIIPO MES of Russia, 2012. (In Russian).
19. SP 14.13330.2011 Construction in seismic areas. Ministry of Regional Development of Russia. Moscow: OJSC “ZPP”, 2011. (In Russian).
20. SP 70.13330.2012 Bearing and enclosing structures. Moscow: JSC “Code”, 2012. (In Russian).
21. SP 335.1325800.2017 “Large-panel structural systems. Design rules”. Moscow, 2017. (In Russian).
22. SP 337.1325800.2017 “Reinforced concrete prefabricated monolithic structures. Design rules”. Moscow, 2017. (In Russian).