title: ÐÐ¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð² Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Ðµ Ñ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸ÐµÐ¼ ÑÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½ÑÑ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÑ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ¾Ð²
title: Ð¼Ð°Ð³Ð¸ÑÑÐµÑÑÐºÐ°Ñ Ð´Ð¸ÑÑÐµÑÑÐ°ÑÐ¸Ñ
titleType: Subtitle
title: The modelling of reinforced structures in Saint-Petersburg, using modern engineering analysis software
Creators: name: Ð¡ÑÐµÐ¿Ð°Ð½Ð¾Ð², ÐÐ»ÐµÐºÑÐ°Ð½Ð´Ñ
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: 2016
Subjects: ÐÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÐÐ´Ð°Ð½Ð¸Ñ Ð¸ Ð¿Ð¾ÑÑÑÐ¾Ð¹ÐºÐ¸
ÐÐ¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
reinforced concrete structures
modeling

description: ÐÐ±ÑÐµÐ¾Ð±ÑÐ°Ð·Ð¾Ð²Ð°ÑÐµÐ»ÑÐ½Ð¾Ðµ ÑÑÑÐµÐ¶Ð´ÐµÐ½Ð¸Ðµ Ð½Ð°ÑÐ¾Ð´Ð¸ÑÑÑ Ð² Ð³Ð¾ÑÐ¾Ð´Ðµ Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³, ÐÐºÑÑÐ±ÑÑÑÐºÐ°Ñ Ð½Ð°Ð±ÐµÑÐµÐ¶Ð½Ð°Ñ, Ð¾ÐºÐ¾Ð»Ð¾ Ð´Ð¾Ð¼Ð° 124. ÐÐ°Ð½Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð¸Ð¼ÐµÐµÑ Ð±Ð¾Ð»ÑÑÐ¾Ðµ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ðµ Ð´Ð»Ñ Ð±Ð»Ð°Ð³Ð¾ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° Ð¸Ð½ÑÑÐ°ÑÑÑÑÐºÑÑÑÑ Ð¼Ð¸ÐºÑÐ¾ÑÐ°Ð¹Ð¾Ð½Ð°. ÐÐ´Ð°Ð½Ð¸Ðµ ÐºÐ°ÑÐºÐ°ÑÐ½Ð¾Ð³Ð¾ ÑÐ¸Ð¿Ð° Ñ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼ÑÐ¼Ð¸ Ð´Ð¸Ð°ÑÑÐ°Ð³Ð¼Ð°Ð¼Ð¸ Ð¶ÐµÑÑÐºÐ¾ÑÑÐ¸, Ð¾Ð³ÑÐ°Ð¶Ð´Ð°ÑÑÐ¸Ðµ ÑÑÐµÐ½Ñ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ñ Ð¸Ð· ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÐºÐµÑÐ°Ð¼Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÐºÐ¸ÑÐ¿Ð¸ÑÐ°. ÐÑÐ¸ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ð¸ ÐºÐ¾Ð½ÑÑÐ¾Ð»Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð¿Ð¾ÑÐ²Ð»ÑÐ»Ð¸ÑÑ Ð²Ð¾Ð¿ÑÐ¾ÑÑ Ð¾ Ð¿Ð¾Ð²ÐµÐ´ÐµÐ½Ð¸Ð¸ Ð¸ Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð¼ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ð¸ Ð½ÐµÐºÐ¾ÑÐ¾ÑÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð². Ð ÑÐ²ÑÐ·Ð¸ Ñ ÑÑÐ¸Ð¼ ÑÑÐµÐ±Ð¾Ð²Ð°Ð»Ð¾ÑÑ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÑÑÐ¸ ÑÐ°ÑÑÐµÑÑ Ñ Ð±Ð¾Ð»ÐµÐµ ÑÐ»Ð¾Ð¶Ð½ÑÐ¼Ð¸ Ð²Ð½ÐµÑÐ½Ð¸Ð¼Ð¸ ÑÑÐ»Ð¾Ð²Ð¸ÑÐ¼Ð¸ Ð¸ Ð¿Ð¾Ð»ÑÑÐ¸ÑÑ Ð´Ð°Ð½Ð½ÑÐµ, ÐºÐ¾ÑÐ¾ÑÑÐµ Ð¿Ð¾Ð·Ð²Ð¾Ð»ÑÑ Ð¾ÑÐµÐ½Ð¸ÑÑ Ð¿Ð¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸. ÐÑÐ»Ð¸ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½Ñ: ÑÐ°ÑÑÐµÑ ÑÑÐ¸Ð»Ð¸Ð¹ Ð² Ð¾Ð±ÑÐµÐ¾Ð±ÑÐ°Ð·Ð¾Ð²Ð°ÑÐµÐ»ÑÐ½Ð¾Ð¼ ÑÑÑÐµÐ¶Ð´ÐµÐ½Ð¸Ð¸ Ð² ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ SCAD; Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ¾Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ Ð¸ Ð¿Ð»Ð¸ÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ ÑÐ¾Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ Ð¸ Ð¿Ð»Ð¸ÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð² ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ ANSYS. ÐÐ¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¸ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² ÑÐ°ÑÑÐµÑÐ° Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ñ ÑÐ°ÑÐµÐ»Ð»Ð¸ÑÐ° ÐÐ ÐÐÐ¢ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾-Ð²ÑÑÐ¸ÑÐ»Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ° SCAD; Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾ - Ð²ÑÑÐ¸ÑÐ»Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ° ANSYS Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¼Ð¾Ð´ÑÐ»Ñ Static Structural, Ð¸ÑÐ¿Ð¾Ð»ÑÐ·ÑÑ ÐºÐ¾Ð½ÐµÑÐ½ÑÐµ ÑÐ»ÐµÐ¼ÐµÐ½ÑÑ SOLID65 Ð¸ LINK180; Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾ - Ð²ÑÑÐ¸ÑÐ»Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ° ANSYS Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¼Ð¾Ð´ÑÐ»Ñ Explicit Dynamics; Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ Ð»Ð°Ð±Ð¾ÑÐ°ÑÐ¾ÑÐ½ÑÑ Ð¸ÑÐ¿ÑÑÐ°Ð½Ð¸Ð¹ ÑÐµÑÐ¸Ð¸ Ð¾Ð±ÑÐ°Ð·ÑÐ¾Ð² Ð¸ ÑÑÐ°ÑÐ¸ÑÑÐ¸ÑÐµÑÐºÐ°Ñ Ð¾Ð±ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¸ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¾Ð¿ÑÑÐ¾Ð²; Ð¾ÑÐµÐ½ÐºÐ° Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¸ Ð¸Ñ Ð°Ð½Ð°Ð»Ð¸Ð·, Ñ Ð¿Ð¾ÑÐ»ÐµÐ´ÑÑÑÐ¸Ð¼Ð¸ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸ÑÐ¼Ð¸ Ð¿Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð°.
description: The educational institution is in the city of St. Petersburg, Oktyabrskaya Embankment, near the house 124. This building is of great importance for improvement of infrastructure of the residential district. The building of framework with necessary diaphragms of rigidity, the protecting walls are executed from a ceramic brick. At monitoring procedure of construction questions of behavior and the intense deformed condition of some constructive elements appeared. In this regard it was required to make calculations with more difficult external conditions and to obtain data which will allow to estimate behavior of a design. Have been made: calculation of efforts in of educational institution in the SCAD complex; modeling of interface of a column and plate of blocking of interface of a column and plate of overlapping in the ANSYS complex. Modeling and the analysis of results of calculation with use of the program of the satellite the ARBAT of the SCAD program computer system; modeling using analysis complex - the ANSYS computer system with use of the Static Structural module, using the final SOLID65 and LINK180 elements; modeling using analysis complex - the ANSYS computer system with use of the Explicit Dynamics module; laboratory testing of a series of samples both statistical processing and analysis of results of experiences; an assessment of the received results and their analysis, with the subsequent recommendations about reinforced concrete modeling.