Development issues that remain relevant include determining the direction of development and development of the territory in the area of Vasilyeva Balka in the city of Balaklava in the presence of currently existing constants and variables. The territory development object is characterized by unique and potentially high consumer properties, provided that it is developed as a recreation center. Here it is necessary to pay attention to factors that contribute to the development of the territory, obstacles and neutral ones. Most hotels in Balaklava, as independent units, have a poorly developed infrastructure, a low level of customer service and an outdated number of rooms, which greatly reduces their level of competitiveness and attractiveness to consumers. The location of the site of the recreation center "VASILI" in the mountainous and wooded part of the city of Balaklava involves the rational development of the site in the form of the construction of separate comfortable cottages. Comfortable cottages are designed in the form of buildings with a metal frame, and the second floor is made in the form of a mesh dome. The basis is the following design solution: the 1st floor is a post-and-beam system with plan dimensions of 8.8 m by 6.4 m, the second floor is a mesh dome with a diameter of 10.8 meters, a height of 5.4 meters with a ring balcony with an overhang of 1.5 m. The research carried out made it possible to obtain a space-planning and constructive solution for the building that has an exclusive appearance and the possibility of significant glazing of the building, which is very original and preferable for the southern regions of the Crimean Peninsula
cottage, dome, metal frame, finite element model
1. SP 20.13330.2016. Nagruzki i vozdeystviya. Normy proektirovaniya. - Ministerstvo stroitel'stva Rossiyskoy federacii. M. 2016. -105 s.
2. SP 16.13330.2017 Stal'nye konstrukcii. - - Ministerstvo stroitel'stva Rossiyskoy federacii. M. 2017. -145 s.
3. Zhuravlev A.A. Kupol'nye pokrytiya iz dereva i plastmass. Speckurs. -Rostov-na-Donu: Rost. inzh. stroit. in-t, 1983. - 102s.
4. Zhuravlev A.A., Muro G.E., Kimsuor Long. Zhuravlev An.L. Sterzhnevye konstrukcii mnogogrannyh kupolov. - Rostov-na-Donu: RIC RGSU. 2007.-318s.
5. Makowski Z.S. Analysis, design and construction oҐ braced domes. - London a.o.: Granada. 1984.- 701 p.
6. Zhuravlev A.A. Prochnost' i ustoychivost' pologih mnogogrannyh kupolov iz dereva i plastmass. Dis. dokt. tehn. nauk. - Rostov-na-Donu. 1987.-335s.
7. Gohar'-Harmandaryan I.G. Bol'sheproletnye kupol'nye zdaniya. M., Stroyizdat, 1972. – 122 s.
8. Lipniikiy M.E. Kupola. (Raschet i proektirovanie).-L., Stroyizdat, 1973. – 142 s.
9. Lipniikiy M.E. Kupol'nye pokrytiya dlya stroitel'stva v usloviyah surovogo klimata. L., Stroyizdat, 1981. -155 s.
10. Lebedev V.A., Lubo L.N. Setchatye obolochki v grazhdanskom stroitel'stve na severe. -L., Stroyizdat, 1982. – 204 s.
11. Tupolev M.S., Morozov Yu.A. Trigonometricheskie parametry shem geodezicheskih i kristallicheskih kupolov. - V kn.: Stroitel'naya mehanika, raschet i konstruirovaniesooruzheniy, 1971, vyp.3. – 120 s.
12. Buryshkin M.L., Gordeev V.N. Effektivnye metody i programmy rascheta na EVM simmetrichnyh konstrukciy. K., Budіvel'nik, 1984., -175 s.
13. Bass L.O. Unusual dome awaits base ball season in Houston. - Civil Engineering, 1965, v.35, №1.
14. Rekach V.G. – Rukovodstvo k resheniyu zadach prikladnoy teorii uprugosti, Moskva, «Vysshaya shkola», 1973 g., - 378 s.
15. Kazakevich M.I., Melashvili Yu.K., Sulaberidze O.G. Aerodinamika visyachih pokrytiy. Kiev, «Budіvel'nik», 1983.- 225 s.
16. Tor L.A. Le Stade convert polyvalent «Louisiana Super-dome» a la Nouvelle-Orlians (Etats-Unis). Acier-Stahl-Steel, 1974, №3.