Determination of prestress and construction order of cable-supported frames.
Determination of prestress and construction order of cable-supported frames.
批准号:
13555158
负责人:
OHSAKI Makoto
金额:
$2.94万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
财政年份:
2001
资助国家:
日本
项目状态:
已结题
起止时间:
2001 至 2003
中文摘要
1.建立了大跨度索支承框架的优化设计方法。最优索力在最终状态下,通过求解一个数学规划问题的应力和位移的约束下,由于服务负载和外部负载,代表静态地震荷载和风荷载。目标函数为最大值或索力偏差。计算结果表明,采用精确重分析方法,得到最优索力的计算量很小。2.提出了一种近似的方法来求解索力引入和临时支撑拆除的最优顺序(时间表),其中施工过程中的中间状态是从最终状态反向追踪的。采用启发式目标函数来表示设备的最大能力和施工总能量。3.采用动态规划方法求解调度问题的精确最优解。结果表明,用近似方法可以得到较好的近似解。由于近似方法的计算量很小,因此该方法可以有效地用于实际应用。4.已经找到了各种类型的索支承框架的最佳张拉时间表,开发了一个接口程序,实现了本项目开发的工具与商用分析软件NASTRAN之间的数据转换。在实际应用中充分利用这些工具。
英文摘要
1.An optimization method has been developed far long-span frames supported by cables. The optimal cable forces at the final state are found by solving a mathematical programming problem under constraints on the stresses and displacements due to service loads and the externa1 loads that represent static earthquake loads and wind loads. The objective functions are maximum value or the deviation of the cable farces. It has been demonstrated that the computational cost for obtaining the optimal cable forces is very small if an exact reanalysis method is used.2.An approximate to method has been presented for finding optimal order (schedule) of introducing cable farces and removing temporary supports, where the intermediate states during construction is traced inversely from the final state. Heuristic objective functions are used to represent the maximum capacity of the equipments and the total energy for construction.3.The exact optimal solution has been found for the scheduling problem by a dynamic programming approach. It has been shown, by comparing the results by the approximate and exact methods, that a good approximate solution can be found by the approximate method. Since the computational cost of the approximate method is very small the proposed method can be effectively used for practical application.4.Optimal tensioning schedules have been found for cable-supported frames of various types, and the characteristics of the optimal solution have been discussed.5.An interface program has been developed for converting the data between the tools developed in this project and the commercial analysis package (NASTRAN) to fully utilize the tools in practical application.
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北折智規, 大崎 純 他: "ケーブル補強骨組構造物の施工順序決定法"日本建築学会大会学術講演梗概集(関東). B-1. 329-330 (2001)
Tomoki Kitaori、Jun Osaki 等人:“确定缆索加固框架结构施工顺序的方法”日本建筑学会会议学术讲座摘要(关东)329-330(2001 年)。
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藤原 淳, 大崎純 他: "逆工程解析によるケーブル補強骨組構造物の施工順序最適化"第51回理論応用力学講演会講演論文集. 411-412 (2002)
Jun Fujiwara、Jun Osaki 等人:“利用逆向过程分析优化缆索加固框架结构的施工顺序”第 51 届理论与应用力学会议论文集 411-412 (2002)。
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Y.Kanno, M.Ohsaki: "Minimum principle of complementary energy of cable networks by using second-order cone programming"Int.J.Solids and Struct.. 40(17). 4437-4460 (2003)
Y.Kanno,M.Ohsaki:“使用二阶锥规划的电缆网络互补能量最小原理”Int.J.Solids and Struct.. 40(17)。
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藤原 淳, 大崎 純 他: "ケーブル補強骨組構造物の施工順序決定法"日本建築学会近畿支部研究報告集. 41, 構造系. 349-352 (2001)
Jun Fujiwara、Jun Osaki 等人:“确定缆索加固框架结构施工顺序的方法”,日本建筑学会近畿分会研究报告 41,结构工程 349-352 (2001)。
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藤原 淳, 大崎 純, 加藤直樹, 水谷太郎, 細澤 治: "ケーブル補強骨組の施工順序近似最適化"日本建築学会大会学術講演梗概集(東海). B-1. 923-924 (2003)
Jun Fujiwara、Jun Osaki、Naoki Kato、Taro Mizutani、Osamu Hosozawa:“缆索加固框架施工顺序的近似优化”日本建筑学会会议记录(Tokai)(Tokai)923-924。
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共 27 条
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财政年份:2011
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Parallel design of architectural structures based on multidisciplinary optimization technique
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负责人:OHSAKI Makoto
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依托单位: