For four yuan Bridge, the four-Bridge, Shibalidian bridges Block 13 overpass around the green belt and Chaoyang Park, the red scarf Park, fired criminal Lake Park, 18 large public green spaces, garden experts in the design, determine to planting large trees specifications mainly determined 2-3 keynote species and 7-8 major species to the natural-style tablet Hunjiao, a large group of ambitious momentum for the City of Victoria Road green spots become all Parts of the show.

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In addition, the large hall is still preserved in Ming and Qing Dynasty, such as the production of well-cast bell, ding, Babao and weapons from the guards of honor, and so on, in particular, cast in the Ming Dynasty, Hongwu years of heavy 5,000 kg bronze statue of Pak Tai and heavy over a large Flemingia bronze bells, large iron tripod, reflecting the ancient Foshan superb level of casting process.

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Remembering the period of Taiwan good economy starting from 1960 to 1980, some large-scale iron factories like the East Asia and the Ming Changxing made products of general steel, aluminum alloy and stainless steel and shown up in every large construction projects. Some factories with the best techniques like the Jusin Metal were capable for making large outdoors landscape sculptures of stainless steel for the artistic Master Mr. YuYu Yang. Some factories like the Tungchang Metal kept in small but profitable operation.

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In this paper, the wind tunnel test of large span roof structures' dynamic wind loads have been discussed systematically, the modal decomposition method and time domain method, which was combined with the result to calculate the wind-induced vibration responses and equivalent static wind loads of (non-large-deformation) large span roof structures are also studied at the same time, and some engineering-valuable conclusions are summarized.

本文正是在這種背景下人人妻人人插超碰，依托武漢體育中心游泳館屋蓋的風(fēng)洞試驗(yàn)研究不满18岁进入黄色网站，對(duì)現(xiàn)有的大跨屋蓋結(jié)構(gòu)的風(fēng)荷載及風(fēng)致響應(yīng)計(jì)算方法做了一定的改進(jìn)，在風(fēng)致響應(yīng)理論在實(shí)際工程中的應(yīng)用上得到了一些有工程價(jià)值的結(jié)論亚洲av线网站。

The application of the prior three-dimensional composite shock-proof bearing into the large span mesh roof structure has the following problems:(1) the level shock-proof bearing is series-connected with the vertical shock-proof device, the height of the bearing is large, so it is lack of stability ;(2) the horizontal displacement of the structure under earthquake is large,(3) it is lack of vertical pulling-proof ability, the bearing rotational capacity is insufficient.

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According to the characteristics of large span structure design, such as big diffrence of collumn force, large span and spacious roof, week linkness of different parts and large displacement of bearing, spacil structure methods such as different types of concrete pile with different length, suitable joint and bearing are adopted to achieve the economical and safe demand

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