mirtrМир транспортаWorld of Transport and Transportation1992-3252Russian University of Transport (RUT)10.30932/1992-3252-2024-22-3-5mirtr-2727Research ArticleНАУКА И ТЕХНИКАSCIENCE AND ENGINEERINGОсобенности визуального программирования для проектирования мостовых сооружений на основе информационного и параметрического моделированияFeatures of Visual Programming for Designing Bridge Structures Based on Information and Parametric Modellinghttps://orcid.org/0009-0001-1751-5348ВинКо Мьинт ТуWinKo Myint Thu

Вин Ко Мьинт Ту – аспирант кафедры систем автоматизированного проектирования 

Москва; Магуэ

Win Ko Myint Thu, Ph. D. Student at the Department of Computer Aided Design Systems

Moscow; Magway

winkomyintthu@mail.ruРоссийский университет транспортаРоссияRussian University of TransportRussian Federation2024080420252233944Copyright © Вин К., 20252025Вин К.Win K.Данная работа распространяется под лицензией Creative Commons Attribution 4.0.This work is licensed under a Creative Commons Attribution 4.0 License.https://mirtr.elpub.ru/jour/article/view/2727

Технический прогресс значительно способствовал расширению внедрения информационного моделирования зданий (BIM) в управление строительными проектами. Несмотря на это, подход BIM в основном применялся к проектам строительства зданий, при этом инфраструктурным проектам, таким как мосты, уделялось ограниченное внимание.

Эти типы проектов часто имеют значительные геометрические и семантические различия между структурами, что затрудняет использование существующих схем данных BIM. Недавние исследования показывают, что параметрическое моделирование может обеспечить жизнеспособное решение, позволяющее повысить эффективность проектирования и функциональную совместимость. Однако количество существующих научных источников по этой теме остается весьма ограниченным. Цель исследования, представленного в статье, − устранить этот пробел в знаниях путем разработки параметрических мостовых элементов, способных генерировать все типы мостовых конструкций из одного параметрического файла.

Параметрические скрипты, использованные в этом исследовании, были разработаны с использованием языка визуального программирования Grasshopper и впоследствии интегрированы в Tekla Structures, популярное программное обеспечение BIM для целей моделирования. Полученная в результате интеграция BIM позволяет исследовать и создавать перспективные проекты со сложной геометрией, что в конечном итоге приводит к получению экономически эффективных решений. По сравнению с традиционными методологиями проектирования, полученные результаты демонстрируют существенные улучшения с точки зрения экономии времени, повышенной гибкости проектирования и оптимизированных конструктивных характеристик.

The widespread adoption of Building Information Modelling (BIM) in construction project management has been greatly facilitated by technological advances. Despite this, the BIM approach has been mainly applied to building construction projects, with limited attention paid to infrastructure projects such as bridges.

The projects of this kind often present significant geometric and semantic differences between structures, making it difficult to leverage existing BIM data schemas. Recent research suggests that parametric modelling can provide a viable solution to improve design efficiency and interoperability. However, the number of existing scientific sources on the topic remain extremely scarce. The objective of the study presented in the paper is to address this knowledge gap by developing parametric bridge elements capable of generating all types of bridge structures from a single parametric file.

The parametric scripts used in this study were developed using Grasshopper, a visual programming language, and subsequently integrated into Tekla Structures, a popular Building Information Modelling (BIM) software, for modelling purposes. The resulting BIM integration enables exploration and creation of advanced designs with complex geometries, ultimately leading to cost-effective solutions. Compared to traditional design methodologies, the results obtained demonstrate significant improvements in terms of time savings, increased design flexibility, and optimised structural performance.

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The authors declare that there are no conflicts of interest present.