首页> 外文会议>2002 Structural Engineers Association of California (SEAOC) 71st Annual Convention Sep 25-29, 2002 Santa Barbara, California >Design Challenges in International Wind Power Projects: From Foreign Codes to Computer Coding in a Small Office Setting
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Design Challenges in International Wind Power Projects: From Foreign Codes to Computer Coding in a Small Office Setting

机译:国际风电项目的设计挑战:从小型办公室环境中的外码到计算机编码

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This paper discusses the design of steel tubular and lattice towers, which serve as the support structures for power-generating wind turbines. The towers are designed and optimized under several criteria including wind, fatigue, and seismic loading and also natural frequency criteria. This paper focuses on two primary challenges and their practical solutions. The first challenge stems from the difficulties in reconciling a UBC-compliant design with foreign building codes. As wind power continues to emerge as a viable aternate energy source, an increasing number of projects are in foreign countries. Practical solutions to dealing with foreign codes are discussed with regard to wind and fatigue design. The UBC and ASCE 7 American standards are compared to European and Canadian codes. A global economy and the Internet may lead to a time when a portion of each practitioner's everyday, real-world structural projects is in a foreign country. The second challenge is handling the large volume of design calculations involved with this kind of structure. Solutions include modern object-oriented programming in C++ to develop in-house software for tower design and optimization. Focusing on practical, easy, and useful structural design techniques, examples are presented where design efficiency has been increased beyond the limitations of computing by spreadsheets and third party commercial software. For example, one case study from actual practice shows how one week of work can now be performed in one day. Other examples demonstrate simple structural optimization techniques that avoid complex theory. Projects that involve international scope and in-house software development are usually the realm of large corporate engineering firms with much technical manpower and many budgetary resources. However, in this paper, the issues are discussed within the framework of a small design office where limited resources necessarily demand very practical solutions.
机译:本文讨论了钢管和格子塔的设计,它们是发电风力涡轮机的支撑结构。这些塔的设计和优化遵循多种标准,包括风,疲劳和地震载荷以及自然频率标准。本文着重介绍两个主要挑战及其实际解决方案。第一个挑战源于将UBC兼容设计与国外建筑法规进行协调的困难。随着风力发电继续成为一种可行的微能源,越来越多的项目在国外。讨论了有关风和疲劳设计的处理外国法规的实际解决方案。将UBC和ASCE 7美国标准与欧洲和加拿大法规进行了比较。全球经济和互联网可能会导致每个从业者日常,现实世界中的结构项目的一部分在国外。第二个挑战是处理与这种结构有关的大量设计计算。解决方案包括使用C ++进行的现代面向对象编程,以开发用于塔架设计和优化的内部软件。着重于实用,简单和有用的结构设计技术,给出了一些示例,这些示例的设计效率已经提高,超出了电子表格和第三方商业软件的计算限制。例如,一项来自实际实践的案例研究显示了现在如何可以在一天之内完成一周的工作。其他示例演示了避免复杂理论的简单结构优化技术。涉及国际范围和内部软件开发的项目通常是拥有大量技术人力和大量预算资源的大型公司工程公司的领域。但是,在本文中,这些问题是在小型设计办公室的框架内进行讨论的,其中有限的资源必然需要非常实用的解决方案。

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