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某1000m^3高水位钢水塔结构设计
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作者 王海顺 《钢结构》 2012年第12期53-56,共4页
应用通用结构分析软件SAP 2000,对某1 000 m^3高水位钢结构水塔在各种工况组合作用下进行计算分析。结果表明,结构的强度及最大水平位移均满足设计要求;同时对其动力特性进行分析讨论。分析结果可供此类结构设计时参考和借鉴。
关键词 钢水塔 结构设计 应力比 动力特性
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Optimization and Innovation of Engineering Design for Ninghai Power Plant
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作者 Zhou Daji Zhang Hualun Ji Jun 《Electricity》 2011年第2期30-34,共5页
In order to build a power plant with high efficiency,low investment and zero warm water discharge,a series of innovations are applied to the two 1 000-MW units of Ninghai Power Plant.The new technologies include the c... In order to build a power plant with high efficiency,low investment and zero warm water discharge,a series of innovations are applied to the two 1 000-MW units of Ninghai Power Plant.The new technologies include the closed-circuit system for seawater cooling tower with a spraying area of 13 000 m2,the main buildings with reinforced concrete structure,the plasma ignition system for tower boiler and the fieldbus control system.Optimization measures are taken in some aspects,such as the open point of the turbine overload valves,the boiler dimensions,the technical process,the electric system,the building structures and the layout of the power plant.The units have been running for more than half a year with the thermal efficiency as high as 45.79% and without warm water discharged,which indicates that all the systems are safe and steady and the original purpose of optimization has been realized. 展开更多
关键词 coal-fired power plant DESIGN INNOVATION EFFICIENCY
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Optimization design of prestressed concrete wind-turbine tower 被引量:7
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作者 MA HongWang MENG Ran 《Science China(Technological Sciences)》 SCIE EI CAS 2014年第2期414-422,共9页
Wind energy is a clean and renewable energy for which technology has developed rapidly in recent years.Wind turbines are commonly supported on tubular steel towers.As the turbine size is growing and the towers are ris... Wind energy is a clean and renewable energy for which technology has developed rapidly in recent years.Wind turbines are commonly supported on tubular steel towers.As the turbine size is growing and the towers are rising in height,steel towers are required to be sufficiently strong and stiff,consequently leading to high construction costs.To tackle this problem,a new type of prestressed concrete tower was designed employing a novel tower concept having a regular octagon cross section with interior ribs on each side,which was optimized by comparing the natural frequency and stress difference under the same lateral load in different directions of the tower.The designed tower features a tapered profile that reduces the area subjected to wind;the tapered profile reduces the total weight,applied moment and the capital cost.An optimization method was developed employing ABAQUS software and a genetic algorithm.A target function was defined on the basis of the minimum cost of the concrete and prestressed tendon used,and constraints were applied by accounting for the stress,displacements and natural frequency of the tower.Employing the method,a 100 m prestressed concrete tower system for a 5 MW turbine was optimized and designed under wind and earthquake loads.The paper also reports a systematic design procedure incorporating the finite element method and the optimization method for the prestressed concrete wind-turbine towers. 展开更多
关键词 prestressed concrete wind-turbine tower OPTIMIZATION finite element method genetic algorithm
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