加拿大斯特拉特福论文代写：画廊建设
建设的目的是有一个画廊的艺术玻璃和玻璃吹车间，进行了一起展示。最初的计划是一个建筑，将60米×60米，屋顶高度4.5米的建筑，计划是家独立画廊寄眼镜。每个车间都有类似的安排。矩形外壳有一个0.8米宽的腔。这是隔墙。玻璃幕墙也是视觉连接的一种形式。房间里的人可以看到博物馆所在的外面树木繁茂的公园。玻璃亭，实际上看起来简单，当在上面的图像观看支持由一个复杂的和集成的体系结构。大部分的内部分区是通过仅使用眼镜实现。由于玻璃被广泛使用，其他建筑系统，需要更多的支持和不透明的必要性实际上是连接到其他部分的建设。一个普通的建筑结构将有管道和机械支持的组织内，为它提供这样的服务。然而，在这个建筑的情况下，可以看出，服务实际上是分布式。另一个非常规用法注意，钢屋盖、钢垂直支撑及其他需协调的玻璃建筑。这是必要的，建筑系统使用非传统的方法，因为解决方案，虽然概念上相似的约束不同形式的物理应力。一些关键的元素，正如在这种非常规的制度如下：1）在主、次梁的连续性的主要因素。这些必须是连续的，以支持弯曲的关键设计运动的分布。此外，它也注意到，焊接和更多的建造与填充托梁跨度允许更容易在按情况。
加拿大斯特拉特福论文代写：画廊建设
The purpose of the construction was to have a gallery for the art glass and the glass blowing workshops that were conducted alongside with the showcasing. The initial planning was for a building that would be 60 m × 60 m with roof height of 4.5 m. The building that was planned was to house independent galleries as enclosed with glasses. Each of the workshops had similar arrangements. The rectangular enclosures were to have a 0.8 m wide cavity. This was the partition between the walls. The glass walls also serve as a form of visual connection. People inside the rooms would be able to view the outside wooded park in which the museum was located. The Glass Pavilion that actually looks simple when viewed in the above image is supported by a complex and integrated architecture. The majority of the interior partitions are achieved by making use of glasses only. Since glass was used extensively, the other building systems which required a more supportive and opaque necessity was actually connected out to the other sections of the building. A usual building architecture will have the plumbing and mechanical support organized within the building for which it provides such services. However in the case of this building it can be seen that the services are actually distributed. Yet another unconventional usage noted here was that the steel roof framing, steel vertical support and others required being coordinated to the glassed architecture. It was necessary that the building systems make use of unconventional methods because the solutions although conceptually similar are bound by different form of physical stresses. Some of the key elements as noted in this unconventional system are as follows: 1) the continuity of the girders and joists are the primary elements. These have to be continuous in order to support a distribution of the bending for the critical design movements. In addition it is also noted that the welding and more are constructed with infill joist spans which allows for easier bolting in as per the situation.
