1. Institut OAO PI Lenproyektstalkonstruktsiya Stalnyye konstruktsii pokrytiy proizvodstvennykh zdaniy iz zamknutykh gnutosvarnykh profiley pryamougolnogo secheniya proletom 18, 24 i 30 m s uklonom 10% [Steel designs of roofing systems of production buildings from the rectangular section profiles with 18, 24 and 30 m spans and 10% slope] (1999).
2. Gavrilin, B.A. Proyektirovaniye stalnoy stropilnoy fermy : metodicheskiye ukazaniya k kursovomu proyektu [Design of a steel rafter farm: methodical instructions to an academic year project] (1991).
3. Yuryev, A.G., Logachev, K.I., Klyuyev, S.V. Optimalnoye proyektirovaniye fermy pri silovykh i temperaturnykh vozdeystviyakh s uchetom bezopasnoy ustoychivosti [Optimum truss design under power and temperature influences taking safe stability into account] (2007).
4. Petrov, K.V., Zolotareva, Ye.A., Volodin, V.V., Vatin, N.I., Zhmarin, Ye.N. Rekonstruktsiya krysh Sankt – Peterburga na osnove legkikh stalnykh tonkostennykh konstruktsiy i antiobledenitelnoy sistemy [Reconstruction of Saint – Petersburg roofs on the basis of light steel thin-walled structures and anti-freezing system] (2010).
5. Vatin, N.I., Sinelnikov, A.S. Bolsheproletnyye nadzemnyye peshekhodnyye perekhody iz legkogo kholodnognutogo stalnogo profilya [Wide-span elevated crosswalks from an light steel thin-walled structures] (2012).