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用于振动模态可操纵性的克拉尼图形拓扑优化设计
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《Acta Mechanica Sinica》2024年 第4期40卷 172-184页
作者:薛亮 文桂林 Fengwen Wang Niels LPedersenSchool of Mechanical EngineeringYanshan UniversityQinhuangdao066004China Department of Civil and Mechanical EngineeringSolid MechanicsTechnical University of DenmarkKgs.Lyngby2800Denmark BodyHunan UniversityChangsha410082China 
经典克拉尼图形(Chladni patterns,CP)是特征向量的视觉表示,在振动分析、乐器设计、粒子操纵和分离等领域中具有广泛的应用.均质结构通常会表现出高度规则化的CP,这限制它们的应用场景.因此,实现面向应用来逆向设计结构的CP是非常重要...
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Application of additively manufactured 3D scaffolds for bone cancer treatment:a review
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《Bio-Design and Manufacturing》2022年 第3期5卷 556-579页
作者:Yanhao Hou Weiguang Wang Paulo BartoloDepartment of MechanicalAerospace and Civil EngineeringSchool of EngineeringFaculty of Science and EngineeringThe University of ManchesterManchester M139PLUK Singapore Center for 3D PrintingSchool of Mechanical and Aerospace EngineeringNanyang Technological UniversitySingaporeSingapore 
Bone cancer is a critical health problem on a global scale,and the associated huge clinical and economic burdens are still *** many clinical approaches are currently used for bone cancer treatment,these methods usuall...
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A surrogate-based optimization algorithm for network design problems
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《Frontiers of Information Technology & Electronic engineering2017年 第11期18卷 1693-1704页
作者:Meng LI Xi LIN Xi-qun CHENDepartment of Civil Engineering Tsinghua University Beijing 100084 China College of Civil Engineering and Architecture Zhejiang University Hangzhou 310058 China 
由于其双层规划结构本质上的非凸性,交通网络设计问题一直以来都是交通规划领域中最为困难的问题之一。尤其在考虑混合了连续变量与离散变量的决策变量时,得到的混合网络设计形式进一步增加了问题的难度。本文引入了一种代理模型优化算...
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基于正交设计的列车风屏障结构参数优化的数值研究
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《Journal of Central South University》2022年 第8期29卷 2706-2718页
作者:韩艳 米立华 沈炼 蔡春声School of Civil EngineeringChangsha University of Science&TechnologyChangsha 410083China School of Civil EngineeringChangsha UniversityChangsha 410083China Department of Bridge EngineeringSchool of TransportationSoutheast UniversityNanjing 211189China 
风屏障由于能提高侧风下列车的行车安全性,近年来引起了学者的广泛关注。然而,在过去的几十年中,风屏障结构参数(如风屏障高度和透风率等)对列车迎风面和背风面的平均压力系数差的影响研究尚不充分。为综合考虑风屏障高度、透风率以及...
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An improved ground motion intensity measure for super high-rise buildings
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《Science China(Technological Sciences)》2013年 第6期56卷 1525-1533页
作者:LU Xiao YE LiePing LU XinZheng LI MengKe MA XiaoWeiDepartment of Civil EngineeringTsinghua University 
Ground motion intensity measure (IM) is an important part in performance-based seismic design. A reasonable and efficient IM can make the prediction of the structural seismic responses more accurate. Therefore, a more...
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Modified particle swarm optimization for optimum design of spread footing and retaining wall
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《Journal of Zhejiang University-Science A(Applied Physics & engineering)》2011年 第6期12卷 415-427页
作者:Mohammad KHAJEHZADEH Mohd Raihan TAHA Ahmed EL-SHAFIE Mahdiyeh ESLAMIDepartment of Civil EngineeringAnar BranchIslamic Azad University Department of Civil and Structural EngineeringUniversity Kebangsaan Malaysia Department of Electrical EngineeringAnar BranchIslamic Azad University 
This paper deals with the economically optimized design and sensitivity of two of the most widely used systems in geotechnical engineering: spread footing and retaining wall. Several recent advanced optimization metho...
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Flexural behavior of in-plane bending glass structures for design method
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《Journal of Central South University》2015年 第8期22卷 3133-3140页
作者:吴丽丽 王元清 严茂超 石永久 张恒秋School of Mechanics and Civil Engineering China University of Mining and Technology Department of Civil EngineeringKey Laboratory of Civil Engineering Safety and Durability of Ministry of Education(Tsinghua University) 
Experimental study was carried out on the in-plane bending behavior of glass plates without lateral supports, and the effects of the factors, such as height-to-span ratio, on the stability of glass panels were studied...
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Lateral stiffness of steel plate shear walls
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《Science China(Technological Sciences)》2014年 第1期57卷 151-162页
作者:NIE JianGuo ZHU LiDepartment of Civil Engineering Tsinghua University 
The steel plate shear wall system has been used in a number of buildings as an innovative lateral force resistant *** often exist in the steel plate shear walls due to the various functional requirements of *** openin...
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Pushover analysis of underground structures:Method and application
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《Science China(Technological Sciences)》2014年 第2期57卷 423-437页
作者:LIU JingBo WANG WenHui DASGUPTA GautamInstitute Department of Civil Engineering Tsinghua University Department of Civil Engineering and Engineering Mechanics Columbia UniversityNew York NY 10027 USA 
Pushover analysis is common because of its conceptual simplicity and computational attractiveness in computing seismic *** that traditional pushover analysis is restricted in underground structures due to the stark di...
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Analytical and experimental bearing capacities of system scaffolds
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《Journal of Zhejiang University-Science A(Applied Physics & engineering)》2009年 第1期10卷 82-92页
作者:Jui-lin PENG Tsong YEN Ching-chi KUO Siu-lai CHANDepartment of Construction Engineering National Yunlin University of Science and Technology Taiwan 64002 China Department of Civil Engineering Chaoyang University of Technology Taiwan 41349 China Department of Civil Engineering National Chung-Hsing University Taiwan 402 China Department of Civil and Structure Engineering Hong Kong Polytechnic University Hong Kong China 
We investigated the structural behavior and bearing capacity of system *** research showed that the critical load of a system scaffold structure without diagonal braces is similar to that of a door-shaped steel scaffo...
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