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异形钢塔临时固结系统刚度参数识别与架设优化 被引量:4
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作者 王石磊 柯在田 高岩 《桥梁建设》 EI CSCD 北大核心 2020年第1期55-60,共6页
北京市长安街西延永定河大桥为主跨约280 m的高低塔斜拉刚构组合体系桥,桥塔采用双肢非一致倾斜、空间不对称扭转变截面拱形钢塔。由于初始计算模型中未考虑临时固结系统(由“支座+砂箱+锚杆”组成)的实际压缩刚度,导致该桥矮塔架设过... 北京市长安街西延永定河大桥为主跨约280 m的高低塔斜拉刚构组合体系桥,桥塔采用双肢非一致倾斜、空间不对称扭转变截面拱形钢塔。由于初始计算模型中未考虑临时固结系统(由“支座+砂箱+锚杆”组成)的实际压缩刚度,导致该桥矮塔架设过程中锚杆力变化偏离预期。为保证临时固结系统的安全性,开展现场专项试验测试各构件的压缩变形,基于空间平截面假定与位移法构建平衡方程识别支座、砂箱刚度,并将刚度识别结果代入有限元模型评估临时固结系统的可靠性。结果表明:支座压缩刚度为30083 kN/mm,砂箱平均压缩刚度为3370 kN/mm;后续架设阶段中,E1锚杆的初张力有濒临损失殆尽的风险,临时固结系统的可靠性难以保证;采取提前架设部分中跨主梁的措施调整工序后,锚杆力变化值均在可控范围内,临时固结系统处于安全状态。 展开更多
关键词 斜拉桥 组合体系桥 异形钢塔 临时固结系统 刚度识别 架设优化 试验研究
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IMPROVED LANDING-GEAR DESIGN FOR FLEXIBLE AIRPLANE
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作者 史友进 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 2005年第3期224-229,共6页
Landing dynamic simulation and landing-gear optimization design are used to improve the landing-gear design for a flexible airplane. Landing response is simulated by using velocity-squared damping, polytropic exponent... Landing dynamic simulation and landing-gear optimization design are used to improve the landing-gear design for a flexible airplane. Landing response is simulated by using velocity-squared damping, polytropic exponential air-compression spring, tire force power function characteristics, and an equivalent three-mass system.Optimization of landing-gear parameters is performed considering the maximum displacement of the landing-gear shock stroke, the maximum landing-gear force and the maximum deformation of the wingtip in the landing impact. Resutls show that landing-gear design parameters have an important influence on the structural flexibility of the airplane. And the landing performance of the landing-gear can be improved by the optimized metering pin type landing-gear. 展开更多
关键词 flexible airplane landing response dynamic simulation landing-gear optimization design passive control
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大跨径斜拉桥钢-混凝土叠合梁架设工序优化及受力分析 被引量:6
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作者 詹元林 杨勇 +1 位作者 王荣辉 余贤宾 《公路》 北大核心 2021年第7期160-164,共5页
珠海市洪鹤大桥主航道桥为主跨500m的双塔双索面叠合梁斜拉桥,为缩短大桥双悬臂状态的时间,保证大桥整体结构的安全,主梁施工采用双节段循环、湿接缝同步浇筑的施工工艺,并对双节段循环施工工序的主梁受力状态进行了分析,结果表明:双节... 珠海市洪鹤大桥主航道桥为主跨500m的双塔双索面叠合梁斜拉桥,为缩短大桥双悬臂状态的时间,保证大桥整体结构的安全,主梁施工采用双节段循环、湿接缝同步浇筑的施工工艺,并对双节段循环施工工序的主梁受力状态进行了分析,结果表明:双节段循环施工阶段,第一个节段钢梁、桥面板混凝土的受力状态变化较大;成桥后,主梁结构应力值比单节段循环施工增大7.0%~11.4%,但应力值仍满足规范要求。 展开更多
关键词 大跨径斜拉桥 钢-混凝土叠合梁 架设工序优化 受力分析
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Enhancements of Genetic Algorithm for Minimum Cost Design of Steel Frames Considering Fabrication Cost
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作者 Kiichiro Sawada Akira Matsuo Hitoshi Shimizu 《Journal of Civil Engineering and Architecture》 2012年第10期1345-1353,共9页
A discrete optimization problem for minimizing the sum of fabrication cost and steel material cost of sf^el frames under constraints based on Japanese seismic code is set up. Enhancements of the genetic algorithm for ... A discrete optimization problem for minimizing the sum of fabrication cost and steel material cost of sf^el frames under constraints based on Japanese seismic code is set up. Enhancements of the genetic algorithm for the above-mentioned problem are proposed, which are combined with a 1D (one-dimensional) search or a 2D (two-dimensional) search. After the proposed methods are described, they are applied to a five-story frame. A comparison with an exact solution obtained by a revised enumeration algorithm demonstrates the effectiveness of the proposed methods. 展开更多
关键词 Genetic algorithm steel frames fabrication cost
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Optimal Seat Suspension Design Using Genetic Algorithms 被引量:3
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作者 Wael Abbas Ossama B. Abouelatta +2 位作者 Magdy El-Azab Mamdouh El-Saidy Adel A. Megahed 《Journal of Mechanics Engineering and Automation》 2011年第1期44-52,共9页
The linear seat suspension is considered due to the low cost consideration therefore, the optimal linear seat suspension design method can be used for this purpose. In this paper, the design of a passive vehicle seat ... The linear seat suspension is considered due to the low cost consideration therefore, the optimal linear seat suspension design method can be used for this purpose. In this paper, the design of a passive vehicle seat suspension system was handled in the framework of linear optimization. The variance of the dynamic load resulting from the vibrating vehicle operating at a constant speed was used as the performance measure of a suspension system. Using 4-DOF human body model developed by Abbas et al., with linear seat suspension and coupled with half car model. A genetic algorithm is applied to solve the linear optimization problem. The optimal design parameters of the seat suspension systems obtained are kse = 3 012.5 N/m and cse = 1 210.4 N.s/m, respectively. 展开更多
关键词 Biodynamic response seated human models SIMULATION genetic algorithms.
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Optimization Framework for Conceptual Powertrain Design
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作者 Tobias Hellberg Martin Meywerk 《Journal of Mechanics Engineering and Automation》 2015年第6期327-337,共11页
With an increasing number of vehicles with alternative powertrains, the choice of the most appropriate powertrain system for a vehicle class or a load cycle is challenging. This paper introduces a method to design an ... With an increasing number of vehicles with alternative powertrains, the choice of the most appropriate powertrain system for a vehicle class or a load cycle is challenging. This paper introduces a method to design an optimal alternative powertrain based on a longitudinal dynamic simulation. The objective function of the minimization problem describes the characteristic map of the traction system. The goal of the optimization is to minimize fuel consumption respectively energy demand. Different types of propulsion systems are investigated. The results show that the proposed method delivers useful alternative powertrains by applying an optimization with reasonable restrictions. 展开更多
关键词 Simulation in automotive engineering hybrid powertrain OPTIMIZATION longitudinal dynamic vehicle simulation.
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Optimization of Reinforced Concrete Cum Masonry Construction
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作者 John K. Makunza 《Journal of Civil Engineering and Architecture》 2015年第10期1137-1145,共9页
In design and construction of low/high rise buildings, different forms of construction can be applied such as concrete shear wall structural system and framed structural system without or with masonry infill walls. At... In design and construction of low/high rise buildings, different forms of construction can be applied such as concrete shear wall structural system and framed structural system without or with masonry infill walls. At present, most buildings in East Africa are constructed as reinforced concrete framed structures with strong masonry infill, but during design, engineers assume that the masonry infill panels have zero contribution in offering load resistance. Due to the problem above, a study with an objective of finding out the influence of masonry panels on the properties of reinforced concrete infilled frame under vertical load has been done. Three types of models: reinforced concrete frame model, masonry model and reinforced concrete frame with masonry infill, were investigated using finite element technique. In additional to the finite element analysis, laboratory models were prepared and tested so as to check the validity of the analytical results. The obtained results have led to an establishment of a mathematical model which may be useful to the design engineers since masonry wall panels can now be considered as load bearing elements. Such consideration of frame together with masonry leads to an accurate and optimal design of the frame, resulting into lesser amount of reinforcement and geometrical properties of the frame. 展开更多
关键词 CONCRETE masonry infill FRAME design and finite-element.
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