检索结果-南通市图书馆

Boundary element-free method for elastodynamics

在线全文

学校读者我要写书评

暂无评论

Science china(Physics,Mechanics & Astronomy) 2005年第6期48卷 641-657页

作者： CHENG Yumin1.& peng {1.2 1. shanghai Institute of Applied Mathematics and Mechanics, shanghai University, shanghai 200072, china 2. department of civil engineering, shanghai University, shanghai 200072, china 1. shanghai Institute of Applied Mathematics and Mechanics Shanghai University 200072 Shanghai China 2. department of {1. engineering Shanghai University 200072 Shanghai China

The moving least-square approximation is discussed first. Sometimes the method can form an ill-conditioned equation system, and thus the solution cannot be obtained correctly. A Hilbert space is presented on which an orthogonal function system mixed a weight function is defined. Next the improved moving least-square approximation is discussed in detail. The improved method has higher computational efficiency and precision than the old method, and cannot form an ill-conditioned equation system. A boundary element-free method (BEFM) for elastodynamics problems is presented by combining the boundary integral equation method for elastodynamics and the improved moving least-square approximation. The boundary element-free method is a meshless method of boundary integral equation and is a direct numerical method compared with others, in which the basic unknowns are the real solutions of the nodal variables and the boundary conditions can be applied easily. The boundary element-free method has a higher computational efficiency and precision. In addition, the numerical procedure of the boundary element-free method for elastodynamics problems is presented in this paper. Finally, some numerical examples are given.

关键词： moving least-square approximation, improved moving least-square approximation, elastodynamics, boundary integral equation, meshless method, boundary element-free method, Fourier eigen transform.

在线全文

学校读者我要写书评

暂无评论

沥青路面车辙预估方法

同济大学学报（自然科学版） 2004年第11期32卷 1457-1460页

作者：彭妙娟许志鸿同济大学道路与交通工程教育部重点实验室

车辙会造成大量的经济损失 ,影响到路面行车的安全性和舒适性 ,而且还会引起路面其他形式破坏的产生和加剧 .为此总结了国内外学者对高等级道路沥青路面车辙预估的研究方法 ,并讨论了各种车辙预估方法的优缺点 ,在此基础上提出了高等级... 详细信息

车辙会造成大量的经济损失 ,影响到路面行车的安全性和舒适性 ,而且还会引起路面其他形式破坏的产生和加剧 .为此总结了国内外学者对高等级道路沥青路面车辙预估的研究方法 ,并讨论了各种车辙预估方法的优缺点 ,在此基础上提出了高等级沥青路面车辙预估的研究发展方向 ,为以后沥青路面车辙方面的研究及其沥青路面的设计提供参考 .

关键词：沥青路面车辙层应变法弹性理论粘弹性理论有限元法

Development of steel dampers for bridges to allow large displacement through a vertical free mechanism

在线全文

学校读者我要写书评

暂无评论

Earthquake engineering and engineering Vibration 2014年第3期13卷 375-388页

作者： Pan peng Yan Hong Wang Tao {1. Peizhen Xie Qiang Key Laboratory of civil {1. Safety and Durability of china Education Ministry Department of Civil Engineering Tsinghua University china {1. Architectural Design & Research Institute CO. Ltd. Key Laboratory of Earthquake engineering and engineering Vibration Institute of Engineering Mechanics China Earthquake Administration School of civil {1. Qingdao Technological University department of Building {1. Tongji University

Isolation bearings and dampers are often installed between piers and superstructures to reduce the seismic responses of bridges under large earthquakes. This paper presents a novel steel damper for bridges. The damper employs steel plates as energy dissipation components, and adopts a vertical free mechanism to achieve a large deformation capacity. Quasi-static tests using displacement-controlled cyclic loading and numerical analyses using a finite element program called ABAQUS are conducted to investigate the behavior of the damper, and a design methodology is proposed based on the tests and numerical analyses. Major conclusions obtained from this study are as follows：（1. the new dampers have stable hysteresis behavior under large displacements; （2） finite element analyses are able to simulate the behavior of the damper with satisfactory accuracy; and （3. simplified design methodology of the damper is effective.

关键词： steel damper large deformation bridge cyclic loading numerical simulation

CEPC Technical Design Report

在线全文

学校读者我要写书评

暂无评论

Radiation Detection Technology and Methods 2024年第1期8卷 I0003-I0016,1-1091页

作者： Waleed Abdallah Tiago Carlos Adorno de Freitas Konstantin Afanaciev Shakeel Ahmad Ijaz Ahmed Xiaocong Ai Abid Aleem Wolfgang Altmannshofer Fabio Alves Weiming An Rui An Daniele Paolo Anderle Stefan Antusch Yasuo Arai Andrej Arbuzov Abdesslam Arhrib Mustafa Ashry Sha Bai Yu Bai Yang Bai Vipul Bairathi Csaba Balazs Philip Bambade Yong Ban Tripamo Bandyopadhyay Shou-Shan Bao Desmond P.Barber Ayse Bat Varvara Batozskaya Subash Chandra Behera Alexander Belyaev Michele Bertucci Xiao-Jun Bi Yuanjie Bi Tianjian Bian Fabrizio Bianchi Thomas Biekotter Michela Biglietti Shalva Bilanishvili Deng Binglin Denis Bodrov Anton Bogomyagkov Serge Bondarenko Stewart Boogert Maarten Boonekamp Marcello Borri Angelo Bosotti Vincent Boudry Mohammed Boukidi Igor Boyko Ivanka Bozovic Giuseppe Bozzi Jean-Claude Brient Anastasiia Budzinskaya Masroor Bukhari Vladimir Bytev Giacomo Cacciapaglia Hua Cai Wenyong Cai Wujun Cai Yijian Cai Yizhou Cai Yuchen Cai Haiying Cai Huacheng Cai Lorenzo Calibbi Junsong Cang Guofu Cao Jianshe Cao Antoine Chance xuejun Chang Yue Chang Zhe Chang Xinyuan Chang Wei Chao Auttakit Chatrabhuti Yimin Che Yuzhi Che Bin Chen Danping Chen Fuqing Chen Fusan Chen Gang Chen Guoming Chen Hua-Xing Chen Huirun Chen Jinhui Chen Ji-Yuan Chen Kai Chen Mali Chen Mingjun Chen Mingshui Chen Ning Chen Shanhong Chen Shanzhen Chen Shao-Long Chen Shaomin Chen Shiqiang Chen Tianlu Chen Wei Chen Xiang Chen Xiaoyu Chen Xin Chen xun Chen xurong Chen Ye Chen Ying Chen Yukai Chen Zelin Chen Zilin Chen Gang Chen Boping Chen Chunhui Chen Hok Chuen Cheng Huajie Cheng Shan Cheng Tongguang Cheng Yunlong Chi Pietro Chimenti Wen Han Chiu Guk Cho Ming-Chung Chu Xiaotong Chu Ziliang Chu Guglielmo Coloretti Andreas Crivellin Hanhua Cui Xiaohao Cui Zhaoyuan Cui Brunella D'Anzi Ling-Yun Dai Xinchen Dai xuwen Dai Antonio De Maria Nicola De Filippis Christophe De La Taille Francesca De Mori Chiara De Sio Elisa Del Core Shuangxue Deng Wei-Tian Deng Zhi Deng Ziyan Deng Bhupal Dev Tang Dewen Biagio Di Micco Ran Ding Siqin Dingl Yadong Ding Haiyi Dong Jianin AGH University of Science and Technology Faculty of Physics and Applied Computer ScienceKrakow Anhui University HefeiAnhui Applied Physics department Federal Urdu University of ArtsScience and TechnologyIslamabad Banaras Hindu University Institute of ScienceVaranasi Bandirma Onyedi Eylul University Bandirma Beihang University Beijing Beijing Computational Science Research Center Beijing Beijing Conveyi LTD Beijing Beijing Glass Research Institute Co. LtdBeijing Beijing Institute of Technology Beijing Beijing Normal University Beijing Brown University ProvidenceRI Budker Institute of Nuclear Physics Novosibirsk Cadi Ayyad University Laboratory of Fundamental and Applied PhysicsPolydisciplinary FacultyMarrakech Cairo University Giza Center for Theory and Computation National Tsing Hua UniversityHsinchu Central china Normal University WuhanHubei Central South University ChangshaHunan Centro de Fisica Teorica de Particulas Universidade Tecnica de LisboaLisboa Chengdu KaitengSifang Digital Radio&TV Equipment Co. LtdChengduSichuan china academy of {1. physics MianyangSichuan china building materials academy Beijing china Center of Advanced Science and Technology Beijing china Institute of Atomic Energy Beijing china Jiliang University HangzhouZhejiang china Nuclear Instrument CO. LTDBeijing china University of Geosciences Beijing china University of Geosciences WuhanHubei china University of Mining and Technology XuzhouJiangsu china West Normal University NanchongSichuan Chongqing University Department of PhysicsChongqing Chulalongkorn University Bangkok City University of Hong Kong Department of PhysicsHong Kong Cockcroft Institute Daresbury Cornell University IthacaNY CPPM(AMU/IPhU&CNRS/INP) Marseille Dalian Minzu University DalianLiaoning Dalian University of Technology Department of PhysicsDalian Deutsches Elektronen-Synchrotron DESY Hamburg Dzhelepov Laboratory of Nuclear Problems of Joint Institute for Nuclear Research(DLNP JINR) Dubna East china University Of Science And Technol

The Circular Electron Positron Collider(CEPC)is a large scientific project initiated and hosted by china,fostered through extensive collaboration with international *** complex comprises four accelerators:a 3. GeV Linac,a 1.1.GeV Damping Ring,a Booster capable of achieving energies up to 1.0 GeV,and a Collider operating at varying energy modes(Z,W,H,and tt).The Linac and Damping Ring are situated on the surface,while the subterranean Booster and Collider are housed in a 1.0 km circumference underground tunnel,strategically accommodating future expansion with provisions for a potential Super Proton Proton Collider(SPPC).The CEPC primarily serves as a Higgs *** its baseline design with synchrotron radiation(SR)power of 3. MW per beam,it can achieve a luminosity of 5×1.^(3.)cm^(-2)s^(-1.per interaction point(IP),resulting in an integrated luminosity of 1. ab^(-1.for two IPs over a decade,producing 2.6 million Higgs *** the SR power to 50 MW per beam expands the CEPC's capability to generate 4.3.million Higgs bosons,facilitating precise measurements of Higgs coupling at sub-percent levels,exceeding the precision expected from the HL-LHC by an order of *** Technical Design Report(TDR)follows the Preliminary Conceptual Design Report(Pre-CDR,201.)and the Conceptual Design Report(CDR,201.),comprehensively detailing the machine's layout,performance metrics,physical design and analysis,technical systems design,R&D and prototyping efforts,and associated {1. engineering ***,it includes a cost estimate and a preliminary construction timeline,establishing a framework for forthcoming engineering design phase and site selection *** is anticipated to begin around 2027-2028,pending government approval,with an estimated duration of 8 *** commencement of experiments and data collection could potentially be initiated in the mid-203.s.

关键词： initiated exceeding precise

时序InSAR用于安康膨胀土机场稳定性监测

维普期刊数据库评论

在线全文

维普期刊数据库

学校读者我要写书评

暂无评论

武汉大学学报（信息科学版） 2021年第10期46卷 1519-1528页

作者：张双成司锦钊徐永福牛玉芬樊茜佑朱武安鹏郭衍辉长安大学地质工程与测绘学院陕西西安710054 上海交通大学土木工程系上海200030 河北工程大学矿业与测绘工程学院河北邯郸056038 陕西佳维空间地理信息科技有限公司陕西安康725000

膨胀土高填方区域形变及其边坡稳定性是膨胀土灾害相关研究中的关键问题,针对安康机场填筑程度高、膨胀土分布范围大等特点导致的潜在地面形变问题,采用基于高程改正的时序合成孔径雷达干涉测量(interferometric synthetic aperture rad... 详细信息

膨胀土高填方区域形变及其边坡稳定性是膨胀土灾害相关研究中的关键问题,针对安康机场填筑程度高、膨胀土分布范围大等特点导致的潜在地面形变问题,采用基于高程改正的时序合成孔径雷达干涉测量(interferometric synthetic aperture radar, InSAR)技术获取安康机场运营前期地表形变。安康机场飞行区、航站区以及膨胀土边坡稳定影响区3.典型区域形变时序结果表明,安康机场基本稳定,累积形变量较小,区域最大形变量为-21.7 mm,机场内部最大形变量为-1..9 mm,其形变量在民用机场岩土工程设计规范标准要求范围之内。进一步结合区域降水与填方层深数据分析发现,现存微小地表形变及其特殊规律为膨胀土填方区工后沉降与膨胀土胀缩性形变的联合作用所致。

关键词：安康机场膨胀土时序InSAR 稳定性监测