期刊文献+
共找到5篇文章
< 1 >
每页显示 20 50 100
HyperStudy在框架结构抗震优化设计中的应用 被引量:3
1
作者 茹卫东 欧旻韬 焦柯 《广东土木与建筑》 2011年第8期3-5,19,共4页
以地震剪力为优化目标,以梁柱截面尺寸为优化参数,以轴压比、剪压比、周期比等结构设计规范控制指标作为约束条件,应用HyperStudy调用集成的建筑结构有限元分析软件SAP2000对框架结构进行抗震优化分析,计算表明该法可大大提高结构优化... 以地震剪力为优化目标,以梁柱截面尺寸为优化参数,以轴压比、剪压比、周期比等结构设计规范控制指标作为约束条件,应用HyperStudy调用集成的建筑结构有限元分析软件SAP2000对框架结构进行抗震优化分析,计算表明该法可大大提高结构优化的效率和可操作性,可供设计人员在进行混凝土结构抗震优化设计中参考。 展开更多
关键词 抗震优化设计 HyperStudy 框架结构 地震剪力
下载PDF
Optimal seismic design of reinforced concrete structures under timehistory earthquake loads using an intelligent hybrid algorithm
2
作者 Sadjad Gharehbaghi Mohsen Khatibinia 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2015年第1期97-109,共13页
A reliable seismic-resistant design of structures is achieved in accordance with the seismic design codes by designing structures under seven or more pairs of earthquake records. Based on the recommendations of seismi... A reliable seismic-resistant design of structures is achieved in accordance with the seismic design codes by designing structures under seven or more pairs of earthquake records. Based on the recommendations of seismic design codes, the average time-history responses (ATHR) of structure is required. This paper focuses on the optimal seismic design of reinforced concrete (RC) structures against ten earthquake records using a hybrid of particle swarm optimization algorithm and an intelligent regression model (IRM). In order to reduce the computational time of optimization procedure due to the computational efforts of time-history analyses, IRM is proposed to accurately predict ATHR of structures. The proposed IRM consists of the combination of the subtractive algorithm (SA), K-means clustering approach and wavelet weighted least squares support vector machine (WWLS-SVM). To predict ATHR of structures, first, the input-output samples of structures are classified by SA and K-means clustering approach. Then, WWLS-SVM is trained with few samples and high accuracy for each cluster. 9- and 18-storey RC frames are designed optimally to illustrate the effectiveness and practicality of the proposed IRM. The numerical results demonstrate the efficiency and computational advantages of IRM for optimal design of structures subjected to time-history earthquake loads. 展开更多
关键词 optimal seismic design reinforced concrete frames earthquake loads particle swarm optimization intelligent regression model support vector machine
下载PDF
高层建筑中转换梁结构的抗震优化设计
3
作者 张毅 《广东土木与建筑》 2008年第6期6-8,共3页
以一幢带有梁式转换层的高层建筑结构为研究对象,采用基于SIMP理论的拓扑优化方法对转换层结构进行拓扑优化设计,并根据得到的最优拓扑构造出新的转换层结构形式并应用到建筑结构中,在有限元ANSYS环境下对新结构进行模态分析、振型分解... 以一幢带有梁式转换层的高层建筑结构为研究对象,采用基于SIMP理论的拓扑优化方法对转换层结构进行拓扑优化设计,并根据得到的最优拓扑构造出新的转换层结构形式并应用到建筑结构中,在有限元ANSYS环境下对新结构进行模态分析、振型分解反应谱分析等整体动力分析,检验其安全可靠性能,进而选出最优方案。 展开更多
关键词 高层建筑 转换层 拓扑优化 抗震设计
下载PDF
沙曲选煤厂二期工程精煤仓的设计施工简析
4
作者 李宝柱 《煤矿设计》 北大核心 1999年第8期47-47,共1页
沙曲矿井选煤厂二期工程精煤产品仓设计创新,仓顶结构形式独特,与传统的贮煤仓相比,缩短施工工期约50天。
关键词 贮煤仓 仓顶结构 设计特征 选煤厂 精煤仓
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部