title: ÐÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð³Ð»ÑÐ±Ð¾ÐºÐ¾Ð²Ð¾Ð´Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¸ÑÐ°Ð»Ð° ÑÑÑÐ°ÐºÐ°Ð´Ð½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð½Ð° Ð§ÐµÑÐ½Ð¾Ð¼ Ð¼Ð¾ÑÐµ Ð² ÑÑÐ»Ð¾Ð²Ð¸ÑÑ ÑÐµÐ¹ÑÐ¼Ð¸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: Designing of deep-water berth of trestle construction on the Black Sea in conditions of seismicity
Creators: name: Ð¡Ð¾Ð»Ð¾Ð²Ð°ÑÐ¾Ð²Ð°, ÐÑÐ¸ÑÑÐ¸Ð½Ð°
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ÑÐ¸ÑÐ°Ð»ÑÐ½ÑÐµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð² Ð¼Ð¾ÑÑÐºÐ¸Ñ Ð¿Ð¾ÑÑÐ°Ñ
ÑÑÑÐ°ÐºÐ°Ð´Ð½ÑÐ¹ Ð¿ÑÐ¸ÑÐ°Ð»
Ð½ÐµÑÑÑÐ°Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ
ÑÐµÐ¹ÑÐ¼Ð¸ÐºÐ°
Ð¼Ð¾Ð´ÐµÐ»Ñ Ð³ÑÑÐ½ÑÐ°
trestle pier
bearing capacity
seismics
ground model

description: ÐÐ±ÑÐµÐºÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: Ð³Ð»ÑÐ±Ð¾ÐºÐ¾Ð²Ð¾Ð´Ð½ÑÐ¹ Ð¿ÑÐ¸ÑÐ°Ð» ÑÑÑÐ°ÐºÐ°Ð´Ð½Ð¾Ð³Ð¾ ÑÐ¸Ð¿Ð°. Ð¦ÐµÐ»Ñ ÑÐ°Ð±Ð¾ÑÑ: ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ½ÑÑ Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð´Ð»Ñ Ð¿ÑÐ¸ÑÐ°Ð»Ð° ÑÑÑÐ°ÐºÐ°Ð´Ð½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð² ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¸Ñ ÑÑÐ»Ð¾Ð²Ð¸ÑÑ Ð¸ Ð¸Ñ ÑÐ°ÑÑÐµÑÐ½Ð¾Ðµ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ. ÐÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÐºÐ¾Ð½ÑÐµÐ¹Ð½ÐµÑÐ½Ð¾Ð³Ð¾ ÑÐµÑÐ¼Ð¸Ð½Ð°Ð»Ð° Ð¾Ð±ÑÑÐ»Ð°Ð²Ð»Ð¸Ð²Ð°ÐµÑÑÑ ÑÐ°Ð·Ð²Ð¸ÑÐ¸ÐµÐ¼ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÐºÐ¸ Ð² ÑÑÐ°Ð½Ðµ Ð¸ ÑÐ°ÑÑÐ¸ÑÐµÐ½Ð¸ÐµÐ¼ ÑÐ¾ÑÐ³Ð¾Ð²ÑÑ Ð¿Ð°ÑÑÐ½ÐµÑÑÑÐ² Ñ Ð´ÑÑÐ³Ð¸Ð¼Ð¸ ÑÑÑÐ°Ð½Ð°Ð¼Ð¸, Ð² ÑÐ»ÐµÐ´ÑÑÐ²Ð¸Ð¸ ÑÐµÐ³Ð¾ Ð¿ÑÐ¾Ð¸ÑÑÐ¾Ð´Ð¸Ñ ÑÐ²ÐµÐ»Ð¸ÑÐµÐ½Ð¸Ðµ Ð³ÑÑÐ·Ð¾Ð¾Ð±Ð¾ÑÐ¾ÑÐ°. Ð Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð¼Ð°Ð³Ð¸ÑÑÑÐ° Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ñ Ð¿ÑÐ¸Ð½ÑÐ¸Ð¿Ð¸Ð°Ð»ÑÐ½ÑÐµ ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ðµ Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ Ð´Ð»Ñ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÐ¸ÑÐ°Ð»Ð° ÑÑÑÐ°ÐºÐ°Ð´Ð½Ð¾Ð³Ð¾ ÑÐ¸Ð¿Ð°. Ð ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ð¸ Ñ Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ð¼Ð¸ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÐ¼Ð¸ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°Ð¼Ð¸ Ð±ÑÐ» Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ ÑÐ°ÑÑÐµÑ ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð½Ð° ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ. Ð Ð°ÑÑÐµÑÐ½Ð¾Ðµ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¸Ð½ÑÑÐ¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð²ÑÐ¿Ð¾Ð»Ð½ÑÐ»Ð¾ÑÑ Ñ Ð¿Ð¾Ð¼Ð¾ÑÑÑ Ð²ÑÑÐ¸ÑÐ»Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ° Â«SCAD Office 21Â» Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ ÐºÐ¾Ð½ÐµÑÐ½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð². ÐÐ¾Ð»ÑÑÐµÐ½Ð½ÑÐµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¿Ð¾Ð·Ð²Ð¾Ð»Ð¸Ð»Ð¸ Ð¿ÑÐ¾Ð²ÐµÑÑÐ¸ Ð¿ÑÐ¾Ð²ÐµÑÐºÑ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ ÑÐ²Ð°Ð¹Ð½Ð¾Ð³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¸ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸ Ð³ÑÑÐ½ÑÐ°. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ ÑÐ°Ð·Ð´ÐµÐ»Ñ Ð¿Ð¾ Ð¾ÑÐ³Ð°Ð½Ð¸Ð·Ð°ÑÐ¸Ð¸ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÑ ÑÐ°Ð±Ð¾Ñ Ð¸ Ð¾ÑÑÐ°Ð½Ðµ Ð¾ÐºÑÑÐ¶Ð°ÑÑÐµÐ¹ ÑÑÐµÐ´Ñ Ð¿ÑÐ¸ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ Ð¸ ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¸. Ð Ð·Ð°Ð²ÐµÑÑÐµÐ½Ð¸Ð¸, Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð° 3D Ð²Ð¸Ð·ÑÐ°Ð»Ð¸Ð·Ð°ÑÐ¸Ñ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ, ÑÐ´ÐµÐ»Ð°Ð½Ñ Ð²ÑÐ²Ð¾Ð´Ñ Ð¾ Ð¿ÑÐ¾Ð´ÐµÐ»Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ, Ð² ÑÐ°ÑÑÐ½Ð¾ÑÑÐ¸ Ð¾ ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¾Ð¼ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¸ Ð½Ð° Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ.
description: Object of research: a deep-water berth of trestle type. Purpose of work: development of design and constructive solutions for trestle pier structure in seismic conditions and their calculation justification. Designing a container terminal is conditioned by the development of the econ-omy in the country and the expansion of trade partnerships with other countries, in consequence of which there is an increase in cargo turnover. In the graduate qualification work of the master determined the basic technical and constructive solutions for the design of the pier of trestle type. In accordance with the acting normative documents the calculation of seismic effect on the buildings was made. The design of the accepted construction was done with the help of the opera-tional computer complex "SCAD Office 21". The obtained results made it possible to check the carrying capacity of the pile and the stability of the ground. There have been worked out the chapters on organization of construction works and environmental protection during construction and operation. At the end we made a 3D visualization of the structure and drew conclusions about the work done, in particular about the seismic effect on the berth structure.