title: ÐÐµÑÐ°Ð»Ð»Ð¾ÐµÐ¼ÐºÐ¾ÑÑÑ ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ñ ÑÑÐµÑÐ¾Ð¼ ÑÐ¿ÐµÑÐ¸ÑÐ¸ÐºÐ¸ Ð¿Ð¸ÐºÐ¾Ð²Ð¾Ð¹ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: Metal consumption of translucent structures taking into account the specifics of peak wind load
Creators: name: ÐÑÑÐµÐ², ÐÐ¾Ð½ÑÑÐ°Ð½ÑÐ¸Ð½
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2023
Subjects: ÐÐ¾Ð¼Ð¿ÑÑÑÐµÑÐ½Ð¾Ðµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
Ð¡ÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÑÐ°ÑÐ°Ð´Ð½Ð¾Ðµ Ð¾ÑÑÐµÐºÐ»ÐµÐ½Ð¸Ðµ
Ð²ÐµÑÑÐ¾Ð²Ð°Ñ Ð½Ð°Ð³ÑÑÐ·ÐºÐ°
transparent structures
facade glazing
wind load

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÐµÑÐ°Ð»Ð»Ð¾ÑÐ¼ÐºÐ¾ÑÑÑ ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ñ ÑÑÐµÑÐ¾Ð¼ ÑÐ¿ÐµÑÐ¸ÑÐ¸ÐºÐ¸ Ð¿Ð¸ÐºÐ¾Ð²Ð¾Ð¹ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸Â». ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ ÑÐ°ÑÑÑÑÐ° Ð¿Ð¸ÐºÐ¾Ð²Ð¾Ð¹ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð½Ð° Ð¼ÐµÑÐ°Ð»Ð»Ð¾ÐµÐ¼ÐºÐ¾ÑÑÑ ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ ÑÐ»Ð¾Ð¶Ð½ÑÑ Ð°ÑÑÐ¸ÑÐµÐºÑÑÑÐ½ÑÑ ÑÐ¾ÑÐ¼. ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐµÑÐ°Ð»Ð¸ÑÑ Ð² ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: 1. Ð Ð°ÑÑÑÑ Ð¿Ð¸ÐºÐ¾Ð²ÑÑ Ð²ÐµÑÑÐ¾Ð²ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº, Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ñ Ð½Ð° Ð·Ð´Ð°Ð½Ð¸Ðµ Ð¶Ð¸Ð»Ð¾Ð³Ð¾ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ° Â«ÐÐ³Ð½Ð¸ Ð·Ð°Ð»Ð¸Ð²Ð°Â», ÑÐ¾Ð³Ð»Ð°ÑÐ½Ð¾ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½Ð¾Ð¼Ñ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÑ â Ð¡Ð 20.13330.2016. 2. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ðµ ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ (CFD) Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¹ Ð²ÐµÑÑÐ° Ð¿ÑÐ¸ Ð¿Ð¾Ð¼Ð¾ÑÐ¸ ÑÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð³Ð¾ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ° SOFiSTiK. 3. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ñ ÑÑÑÑÐ¾Ð¼ Ð·Ð°Ð¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ, Ð¿ÑÐµÐ´ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÑÑÐµÐ¹ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÑ Ð¿ÑÐ¸Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ ÑÐµÐ³Ð¼ÐµÐ½ÑÐ°ÑÐ½Ð¾Ð¹ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸, Ð° ÑÐ°ÐºÐ¶Ðµ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ ÐµÑ Ð¾ÑÑÐµÐ´Ð½ÐµÐ½Ð¸Ñ. 4. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ñ ÑÐ°ÑÑÐµÑÐ¾Ð² ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ SCAD Office Ð¿ÑÐ¸ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ð¸ Ð´Ð²ÑÑ Ð¼ÐµÑÐ¾Ð´Ð¸Ðº ÑÐ°ÑÑÑÑÐ° Ð¿Ð¸ÐºÐ¾Ð²Ð¾Ð¹ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸. 5. ÐÐ¾Ð´Ð±Ð¾Ñ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð¿ÑÐ¾ÑÐ¸Ð»ÐµÐ¹ ÐºÐ°ÑÐºÐ°ÑÐ° ÑÑÐ¾ÐµÑÐ½Ð¾-ÑÐ¸Ð³ÐµÐ»ÑÐ½Ð¾Ð³Ð¾ Ð¾ÑÑÐµÐºÐ»ÐµÐ½Ð¸Ñ Ð¿Ð¾ ÐºÑÐ¸ÑÐµÑÐ¸Ñ Ð¿ÑÐ¾Ð²ÐµÑÐºÐ¸ Ð¿Ð¾ II Ð³ÑÑÐ¿Ð¿Ðµ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÑ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ð¹. 6. Ð Ð°ÑÑÑÑ Ð¼ÐµÑÐ°Ð»Ð»Ð¾ÑÐ¼ÐºÐ¾ÑÑÐ¸ ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð¿ÑÐ¸ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ð¸ Ð´Ð²ÑÑ Ð¼ÐµÑÐ¾Ð´Ð¸Ðº ÑÐ°ÑÑÑÑÐ° Ð¿Ð¸ÐºÐ¾Ð²Ð¾Ð¹ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸. ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð±ÑÐ»Ð¾ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¾ Ð½Ð° Ð¿ÑÐ¸Ð¼ÐµÑÐµ ÑÐ°ÑÐ°Ð´Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð¶Ð¸Ð»Ð¾Ð³Ð¾ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ° "ÐÐ³Ð½Ð¸ Ð·Ð°Ð»Ð¸Ð²Ð°", ÑÐ°ÑÐ¿Ð¾Ð»Ð°Ð³Ð°ÑÑÐµÐ³Ð¾ Ð² Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Ðµ. ÐÐ»Ñ Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¾Ð±ÑÐµÐºÑÐ° Ð±ÑÐ» Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½ ÑÐ°ÑÑÑÑ Ð¿Ð¸ÐºÐ¾Ð²Ð¾Ð¹ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð¿ÑÐ¸ Ð¿Ð¾Ð¼Ð¾ÑÐ¸ Ð´Ð²ÑÑ Ð¼ÐµÑÐ¾Ð´Ð¸Ðº: Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÐ¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½Ñ Ð¡Ð 20.13330.2016 Ð¸ ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ðµ CFD-Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¾ Ð¿Ð¾ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ Ð´Ð²ÑÑ ÑÐ¸Ð¿Ð¾Ð² ÑÐ¸ÑÐ»ÐµÐ½Ð½ÑÑ Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹ ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ ÐºÐ¾Ð½ÐµÑÐ½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ð² ÐÐ SCAD Office: Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ ÑÐ¾Ð»ÑÐºÐ¾ ÑÑÐµÑÐ¶Ð½ÐµÐ²ÑÑ ÐÐ­ Ð¸ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¾Ð±Ð¾Ð»Ð¾ÑÐºÐ¾Ð²ÑÑ ÐÐ­. ÐÐ° Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¿Ð¸ÐºÐ¾Ð²Ð¾Ð¹ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð¿ÑÐ¸ Ð¿Ð¾Ð¼Ð¾ÑÐ¸ ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ° Ð±ÑÐ»Ð¸ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ñ Ð»Ð¸Ð½ÐµÐ¹Ð½ÑÐµ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ðµ ÑÐ°ÑÑÑÑÑ ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹. ÐÑÐ¾Ð²ÐµÐ´ÑÐ½ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¿ÑÐ¸ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÑÐ¸Ð¿Ð°Ñ ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð¸ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ°Ñ ÑÐ°ÑÑÐµÑÐ° Ð¿Ð¸ÐºÐ¾Ð²Ð¾Ð¹ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸, Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐµÐ¹ Ð½Ð° ÑÐ°ÑÐ°Ð´Ð½Ð¾Ðµ Ð¾ÑÑÐµÐºÐ»ÐµÐ½Ð¸Ðµ. Ð ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð±ÑÐ»Ð° Ð²ÑÑÐ¸ÑÐ»ÐµÐ½Ð° Ð¼ÐµÑÐ°Ð»Ð»Ð¾ÑÐ¼ÐºÐ¾ÑÑÑ ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð´Ð»Ñ ÐºÐ¾Ð½ÐºÑÐµÑÐ½Ð¾Ð³Ð¾ Ð¾Ð±ÑÐµÐºÑÐ° Ð¿ÑÐ¸ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ Ð¿Ð¾Ð´ÑÐ¾Ð´Ð°Ñ Ðº ÑÐ°ÑÑÑÑÑ Ð¿Ð¸ÐºÐ¾Ð²Ð¾Ð¹ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸ Ð¿Ð¾Ð´Ð±Ð¾ÑÐ° ÑÐµÑÐµÐ½Ð¸Ð¹ Ð°Ð»ÑÐ¼Ð¸Ð½Ð¸ÐµÐ²Ð¾Ð³Ð¾ ÐºÐ°ÑÐºÐ°ÑÐ° ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ. ÐÑÐ» ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ½ÑÐ¹ Ð¿Ð¾Ð´ÑÐ¾Ð´ Ðº Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÐ¸ ÑÐ°ÑÑÑÑÐµ ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹: ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð° ÑÐ°ÑÑÑÑÐ½Ð°Ñ ÑÑÐµÐ¼Ð° Ñ ÑÑÐµÑÐ¾Ð¼ Ð·Ð°Ð¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ Ð¸ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ° Ð¾ÑÑÐµÐ´Ð½ÐµÐ½Ð¸Ñ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð´Ð°Ð½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð² ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð¸Ð½ÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¾Ð½Ð½ÑÐµ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¸: Ð²ÑÑÐ¸ÑÐ»Ð¸ÑÐµÐ»ÑÐ½ÑÐµ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÐµ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÑ SOFiSTiK Ð¸ SCAD Office.
description: The subject of the graduate qualification work is âMetal consumption of translucent structures, taking into account the specifics of the peak wind loadâ. This work is devoted to the study of the influence of the method of calculating the peak wind load on the metal content of translucent structures of buildings and structures of complex architectural forms. Tasks that were solved during the study: 1. Calculation of peak wind loads acting on the building of the residential complex, according to the regulatory document. 2. Performing numerical (CFD) modeling of wind impacts using the modern SOFiSTiK software package. 3. Development of a numerical model of a translucent structure taking into account the filling, providing for the possibility of applying a segmental wind load, as well as the development of a methodology for averaging it. 4. Static calculations of translucent structures in the SCAD Office software package using two methods for calculating peak wind load. 5. Selection of cross sections of the profiles of the rack-and-crossbar glazing frame according to the verification criterion for the II group of limit states. 6. Calculation of metal consumption of translucent structures using two methods of calculating peak wind load. The study was conducted on the example of facade structures of the residential complex "Lights of the Bay", located in St. Petersburg. For this object, the peak wind load was calculated using two methods: the regulatory document SP 20.13330.2016 and numerical CFD modeling. The construction of two types of numerical models of translucent structures by the finite element method in the SCAD Office PC is carried out: using only core CE and using shell CE. Based on the obtained results of peak wind load, linear static calculations of translucent structures were performed using numerical calculations. A comparative analysis of the results for different types of numerical models and methods for calculating the peak wind load acting on the facade glazing is carried out. In the course of the study, the metal consumption of translucent structures for a specific object was calculated with various approaches to calculating the peak wind load based on the selection of sections of the aluminum frame of the facade system. A comprehensive approach to the application of numerical wind modeling techniques in the calculation of translucent structures was considered: a calculation scheme was developed taking into account the filling and a method for averaging the wind load. To achieve these results, the following information technologies were used in the work: SOFiSTiK computing software systems and SCAD Office.