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1.
Yuan‐Sen Yang Shang‐Hsien Hsieh Keh‐Chyuan Tsai Shiang‐Jung Wang Kung‐Juin Wang Wei‐Choung Cheng Chuan‐Wen Hsu 《地震工程与结构动力学》2007,36(15):2291-2306
An Internet‐based framework, named Internet‐based Simulation for Earthquake Engineering (ISEE) was developed to facilitate collaborative earthquake engineering experiments performed by multiple laboratories in a network environment. One of the approaches in the ISEE framework, named Database Approach, offers an easy way to perform multi‐site networked collaborative pseudo‐dynamic experiments. The Database Approach uses the Structured Query Language (SQL), a common and standardized computer language used in database management systems, for inter‐laboratory communications. Using the SQL protocol, it is easy to monitor the experiments' progress, access the data, as well as develop additional programs to expand the functions for a networked experiment. This approach offers consistency and durability of selected experimental data both during and after experiments. Two networked pseudo‐dynamic experiments were conducted to demonstrate the feasibility and expansibility of the Database Approach in ISEE. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
2.
Kenzo Toki Tadanobu Sato Junji Kiyono Nozar Kishi Garmroudi Susumu Emi Masaaki Yoshikawa 《地震工程与结构动力学》1990,19(5):709-723
Non-linear seismic soil-structure interaction is studied through a hybrid procedure using the pseudo-dynamic testing (PDT) method which is modified to take into account frequency dependence and developed for foundation-soil systems. The numerical scheme used in conventional PDT is improved by introduction of a time-dependent pseudo-forcing function which is derived from frequency-dependent dynamic characteristics of the system by means of Hilbert transformation in the frequency domain. Surface, shallow and caisson foundation models that differed in size and depth of embedment were used. The mechanical characteristics of the systems were determined from static and forced vibration dynamic tests. An amplitude scaling technique was used for three recorded accelerograms. 相似文献
3.
Keh‐Chyuan Tsai Po‐Chien Hsiao Kung‐Juin Wang Yuan‐Tao Weng Min‐Lang Lin Ker‐Chun Lin Chui‐Hsin Chen Jiun‐Wei Lai Sheng‐Lin Lin 《地震工程与结构动力学》2008,37(7):1081-1098
A series of pseudo‐dynamic tests (PDTs) of a full‐scale 3‐story 3‐bay buckling‐restrained braced frame (BRBF) using concrete‐filled tube columns was tested in the Taiwan National Center for Research on Earthquake Engineering using networked PDT techniques in October 2003. During the tests, real‐time experimental responses and video were webcasted to Internet viewers. The input ground motions adopted for the PDTs were chosen from the 1999 Chi‐Chi and the 1989 Loma Prieta earthquakes and scaled to represent three seismic hazard levels. This paper is in two parts, focusing on the investigations of the overall structure and the local members. This paper constitutes Part I and discusses the design, analytical investigations, and key experimental results of the specimen frame, such as the buckling of the brace‐to‐gusset joints. Part II of the paper, the companion paper, describes the gusset stiffening schemes and detailed experimental behavior of the BRBs and their connections. Experimental peak inter‐story drifts of 0.019 and 0.023 radians, prescribed for the design basis and the maximum credible earthquakes, respectively, are within the target design limits of 0.020 and 0.025 radians. These tests confirmed that the PISA3D and OpenSees nonlinear structural analysis computer programs can simulate the experimental peak shears and floor displacements well. Copyright © 2008 John Wiley & Sons, Ltd. 相似文献
4.
Kenzo Toki Tadanobu Sato Junji Kiyono Nozar Kishi Garmroudi Susumu Emi Masaaki Yoshikawa 《地震工程与结构动力学》1991,20(10):895-909
Non-linear seismic soil-pile interaction was studied with a hybrid procedure that used a pseudo-dynamic testing (PDT) method modified to account for frequency dependence and developed for foundation-soil systems. The numerical scheme used in the conventional PDT was improved by the introduction of a time-dependent pseudo-forcing function derived from the frequency-dependent dynamic characteristics of the system by Hilbert transformation in the frequency domain. Single, 2-, 3- and 9-pile group foundation models were used, their mechanical characteristics later being determined from static and forced vibration dynamic tests. Amplitude scaling was used for three recorded accelerograms. Data recorded during an earthquake at the site of the experiments revealed that the proposed methodology predicts well seismic nonlinear interaction and accounts for frequency dependence and non-linearity in the time domain. 相似文献
5.
实时子结构实验Chang算法的稳定性和精度 总被引：7，自引：0，他引：7
与慢速拟动力子结构实验相比,实时子结构实验的优点在于它能真实地反映速度相关型试件的特性。实时子结构实验的逐步积分算法通常借用拟动力算法,但是目前液压伺服作动器很难实现速度反馈控制,因而试件速度不能实现原算法的假定值,这样一来算法的稳定性和计算精度将发生改变。台湾学者S.Y.Chang提出一种无条件稳定的显式拟动力算法,本文分析了这种方法应用于实时子结构实验时的稳定性和计算精度。研究发现在实时子结构实验中该方法由无条件稳定变成了有条件稳定的,精度也发生了改变。 相似文献
6.
等效力控制方法在拟动力试验中的应用 总被引：2，自引：0，他引：2
为了避免用复杂的迭代求解拟动力试验隐式逐步积分方法的非线性运动方程,作者提出了一种用反馈控制求解的方法—等效力控制方法。这篇文章首先介绍等效力控制方法的原理;然后通过数值模拟和试验验证此方法的有效性。数值模拟和试验的结果都表明,当选用合理的等效力控制器参数时,此方法可以取得非常好的稳定性和精度。数值模拟的结果还表明尽管等效力控制方法是以力作为反馈控制的对象,此方法能有效完成对具有负刚度试件的加载。 相似文献
7.
本文介绍了在ＣＴ引导下，利用激光对原发性肝癌局部进行光动力学疗法（以下简称ＰＤＴ），治疗半月后，进行ＣＴ复查，所有病人肿块中心均出现大小不等的液化坏死区，液化坏死区最大直径３．７ｃｍ，ＣＴ值下降７—４９ＨＵ，经组织学检查治疗区，表明细胞膜严重受损，并可见大量坏死组织，经ＰＤＴ治疗后的病人生存超过半年者达９２．３％，所有随访病例均未发现肿块增大及其它部位转移，有肝区疼痛者，治疗后疼痛消失，同时食欲明显增加，体重有所增长。 相似文献
8.
Ioannis A. Daglis Georgios Balasis Natalia Ganushkina Fiori-Anastasia Metallinou Minna Palmroth Risto Pirjola Ioanna Tsagouri 《Acta Geophysica》2009,57(1):141-157
Comprehensive understanding of the dynamics of the coupled solar wind-magnetosphere-ionosphere system is of utmost interest,
both from the perspective of solar system astrophysics and geophysics research and from the perspective of space applications.
The physical processes involved in the dynamical evolution of this complex coupled system are pertinent not only for the Sun-Earth
connection, but also for major phenomena in other astrophysical systems. Furthermore, the conditions in geospace collectively
termed space weather affect the ever increasing technological assets of mankind in space and therefore need to be understood,
quantified and efficiently forecasted. The present collaborative paper communicates recent advances in geospace dynamic coupling
research through modeling, simulations and data analysis and discusses future directions. 相似文献
9.
地震工程研究的科学大平台 总被引：1，自引：0，他引：1
王自法 《地震工程与工程振动》2007,27(6):1-9
始于十九世纪末的地震工程研究,在其100多年的历史中积累了大量的理论和实践经验,随之而建设起来的各类地震工程实验设施分布于世界各地。近20年来,信息技术的飞速发展使得分布于世界各地的实验设施通过网络实现协同实验和资源共享。基于以上的信息,为了更好更快地和国际接轨,本文提出了建设一个地震工程研究领域的科学大平台设想。这个大平台包括三个方面的内容:数值模拟,网络协同实验系统和基础信息系统,将形成本领域开放性的综合科学平台。在数值模拟方面,这个科学平台将利用最新的信息技术将本领域的科学研究结果和方法集成起来,形成一个模块式的科学研究平台系统。在网络协同实验方面,将采纳美国NEES的思路,并对其改进和提高之后应用于中国。在基础数据方面,将利用最为先进的数据仓储技术,建设一个可以服务于地震工程科学研究的数据平台。最后,文章给出了建设这个科学平台的规划,以及目前的进展和资金支持等情况。 相似文献
10.
Maribeth Kniffin Kenneth R. Bradbury Michael Fienen Kenneth Genskow 《Ground water》2020,58(6):973-986
This study investigated collaborative groundwater-flow modeling and scenario analysis in the Little Plover River basin, Wisconsin, USA where an unconfined aquifer supplies groundwater for agricultural irrigation, industrial processing, municipal water supply, and stream baseflow. We recruited stakeholders with diverse interests to identify, prioritize, and evaluate scenarios defined as management changes to the landscape. Using a groundwater flow model, we simulated the top 10 stakeholder-ranked scenarios under historically informed dry, average, and wet weather conditions and evaluated the ability of scenarios to meet government-defined stream flow performance measures. Results show that multiple changes to the landscape are necessary to maintain optimum stream flow, particularly during dry years. Yet, when landscape changes from three scenarios—transferring water from the local waste water treatment plant to basin headwaters, moving municipal wells further from the river and downstream, and converting 240 acre (97 ha) of irrigated land to unirrigated land—were simulated in combination, the probability of meeting or exceeding optimum flows rose to 75, 65, and 34% at upper, mid, and lower stream gages, respectively, in dry climate conditions. Discussions with stakeholders reveal that the collaborative model and scenario analysis process resulted in social learning that built upon the existing complex and dynamic institutional landscape. The approach provided a forum for solution-based discussions, and the model served as an important mediation tool for the development and evaluation of community-defined scenarios in a high conflict environment. Today, stakeholders continue to work collaboratively to overcome challenges and implement voluntary solutions in the basin. 相似文献
11.
远程协同结构试验方法研究与发展 总被引：2，自引：0，他引：2
本文对美国“NEES计划”、欧洲“减轻地震风险的欧洲网络”研究计划、日本E-Defense建设及其远程协同试验、中国台湾地区国家地震工程研究中心ISEE计划和由国家基金委资助的正在进行的重点项目“现代结构拟动力地震模拟协同试验方法与系统”(HQH-NSER)进行了简要介绍,叙述了在远程协同试验研究中的一些关键问题及其应用领域,并对未来的发展趋势作一展望。 相似文献
12.
Further development of earthquake equipments is closely associated with that of computer technology. Because Embedded PC104 module has the equivalent functions of PC,it has been widely used in recent years,and can provide a new and flexible hardware design environment,but its applications in observation instruments of earth-quake precursor are rare. The present paper introduces in detail the realization of a networked geo-electrical meter by applying the low price,high reliability embedded PC104 industrial computer. 相似文献
13.
针对地震信息系统应当在大地震发生后快速发布地震烈度速报信息的需求,结合国际烈度速报信息发布系统建设经验,设计并实现SeisMIS地震烈度速报信息发布系统,并在成都市烈度速报台网中进行应用,对于提升地震烈度速报信息的网络化应用有较好的参考价值. 相似文献
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15.
ArcGIS Online是一种协作式GIS管理云平台,集地图、程序、群组、资源和服务于一体,可为地震应急工作有效提供协同办公平台。本文以地震应急服务共享为目标,阐述ArcGIS Online公有云平台的功能特点,分析其优缺点,尝试在该平台上创建地图、应用程序,并在私有群组内进行地图共享,组内成员、内业外业工作者协同评估,为应急指挥决策提供服务与支持。 相似文献
16.
《中国科学:地球科学(英文版)》2021,(7)
Since the beginning of the 21 st century, the geoscience research has been entering a significant transitional period with the establishment of a new knowledge system as the core and with the drive of big data as the means. It is a revolutionary leap in the research of geoscience knowledge discovery from the traditional encyclopedic discipline knowledge system to the computer-understandable and operable knowledge graph. Based on adopting the graph pattern of general knowledge representation, the geoscience knowledge graph expands the unique spatiotemporal features to the Geoscience knowledge, and integrates geoscience knowledge elements, such as map, text, and number, to establish an all-domain geoscience knowledge representation model. A federated, crowd intelligence-based collaborative method of constructing the geoscience knowledge graph is developed here, which realizes the construction of high-quality professional knowledge graph in collaboration with global geo-scientists. We also develop a method for constructing a dynamic knowledge graph of multi-modal geoscience data based on in-depth text analysis, which extracts geoscience knowledge from massive geoscience literature to construct the latest and most complete dynamic geoscience knowledge graph. A comprehensive and systematic geoscience knowledge graph can not only deepen the existing geoscience big data analysis, but also advance the construction of the high-precision geological time scale driven by big data, the compilation of intelligent maps driven by rules and data, and the geoscience knowledge evolution and reasoning analysis, among others. It will further expand the new directions of geoscience research driven by both data and knowledge, break new ground where geoscience, information science, and data science converge, realize the original innovation of the geoscience research and achieve major theoretical breakthroughs in the spatiotemporal big data research. 相似文献
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针对震前灾情难以预估,震后灾情获取缓慢且碎片化,灾情评估误差较大,决策支持不到位,灾情服务缺位等科学问题,综合考虑震前应急准备和灾后应急处置场景,重点研究全时程灾情与决策信息获取和分析手段,震后灾情信息实时汇聚与融合技术,震后基于致死性和易损性相结合的损失综合分析技术,不同区域辅助决策支持要点,面向多用户灾情信息服务产品可视化生成技术,建立灾情推送与信息准实时服务平台及终端,构建基于云架构的智能化、可视化地震应急信息全流程服务平台,开展应急协同服务示范,实现7级以上大地震灾情信息全时程服务。该项目将丰富地震灾情信息获取手段,形成涵盖灾情收集、信息速报、监测预警、分析评估、智能协同和动态发布等地震应急全过程技术平台,提升地震应急信息服务能力,对快速、科学施救具有重要意义。 相似文献
19.
We thank Allen and Berghuijs for continuing the discussion on field hydrology and data sharing and discuss two incentives to promote data collection and sharing in hydrological sciences: a collaborative attitude and additional funding to make data publicly available. 相似文献
20.
A progression of induration, erosion, and redeposition of transverse and networked transverse aeolian ridges (TARs) has been documented in the Medusae Fossae Formation (MFF), Mars. Cratered and eroded aeolian bedforms are rarely observed on Mars, indicating that those found in the MFF have been inactive for much longer than those found elsewhere. Indurated TARs are observed to grade into faceted MFF terrain, indicating a genetic relationship between the two. We propose that TAR deposition, induration and erosion have played a larger role in the surface morphology and evolution of the MFF than previously recognized. The deposition, induration, and erosion of TARs indicate that the MFF has undergone multiple cycles of reworking, and that much of its current surface morphology does not reflect the circumstances of its primary emplacement. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献