Reconfigurable Reaction Wall-based Earthquake Simulator Facility
Reconfigurable Reaction Wall-based Earthquake Simulator Facility
批准号:
0086621
负责人:
Jack Moehle
金额:
$426.83万
依托单位国家:
美国
项目类别:
Cooperative Agreement
财政年份:
2001
资助国家:
美国
项目状态:
已结题
起止时间:
2001-01-01 至 2004-09-30
中文摘要
小乔治·布朗地震工程模拟网络(NEES)项目是由美国国家科学基金会主要研究设备计划资助的一个项目。根据NEES计划,该合作协议将在加州大学伯克利分校(UCB)建立一个基于NEES可重构反应墙的地震模拟器设施。UCB将设计、建造、安装、调试和操作一个模块化的、高度灵活的动态测试设备,该设备将能够对形成单个结构的子结构之间的相互作用进行基于模型的实验和分析模拟。从这种模拟中获得的知识将有助于制定新一代基于性能的设计准则,并在实践中加以实施,以提高民用基础设施的安全性和可靠性。该设备将于2004年9月30日或更早投入使用,并将作为国家共享使用的NEES设备站点进行管理,具有远程观测和远程操作能力,到2014年为大型结构系统提供新的地震工程研究测试能力。该NEES设备站点将通过大学的阿比林连接连接到NEES合作实验室,具有1-2 Gb/秒的以太网能力。共享使用的获取和培训将通过NEES联盟进行协调。该奖项是对提交给项目招标NSF 00-6“NEES:地震工程研究设备”的提案进行同行评审的结果。该设备将安装在UCB里士满现场站的484号楼,并将利用现有的坚固地板,现有的400万磅轴向压缩拉力试验机,以及一系列现有的静态和动态执行器。根据该合同提供以下设备:(1)可重构反应墙,带有后张杆和耦合器;(2)七个动态和静态执行器组件;四个动态,两个额定50 kips(222千牛),最小40-in(1016毫米)行程,两个额定150 kips(667千牛),最小40-in(1016毫米)行程,三个静态,一个额定446/600 kips(1994 /2669千牛),40-in(1016毫米)行程,两个额定216/328 kips(961/1459千牛),72-in(1829毫米)行程,(3)一个液压分配系统,(4)一个高性能积累系统,(5)一个数字控制系统,包括实时混合控制包和集成数据采集通道,包括8个控制通道和16个附加数据采集通道的硬件和软件开发工具包;(6)先进的数据采集系统,包括模块化128通道数据采集系统和a /D转换器;(7)数字视频远程观测系统,包括数字相机系统、数字视频录像机和数字视频互联网服务器;(8)仪器仪表,包括基于电位器的位移传感器、基于mems的加速度计、称重传感器、倾斜仪、电缆和连接器,以及(9)网络接口硬件。反应墙由混凝土模块组成,空心芯块设计在顶部和底部配合,并延伸成一个整体单元。同样的张力将用于连接反应墙和坚固的楼板。至少14个街区将可以配置一个42英尺(12.8米)高的反应墙或两个21英尺(6.4米)高的反应墙。通过这种模块化的坚固墙概念,许多墙壁和安排的组合将成为可能。网络接口将使现有振动台和反应壁之间的协同混合测试成为可能。此外,加州大学千禧年集群的网络接口将提供对实现多子结构伪动态测试方法所需的大规模并行计算设施的访问。该实验设施旨在支持新一代混合测试方法的开发,这些方法可以顺利地整合物理和数值模拟。预期以可预测的方式运行的部分结构采用数值建模,而一个或多个复杂的子组件及其相互作用的边界采用缩放物理模型建模。利用数值积分算法,可以将物理子结构和数值子结构作为一个单一的结构来分析。这种混合测试所涉及的子结构,无论是物理的还是数值的,都可以位于由NEES网络连接的不同地理位置。UCB将把这种可重构的基于反应墙的地震模拟器整合到其研究项目和本科和研究生课程中(包括在网络课程模块中广泛提供这些材料),并通过现场课程和网络材料为外部研究人员提供培训机会。
英文摘要
The George E. Brown, Jr. Network for Earthquake Engineering Simulation (NEES) Program is a project funded under the NSF Major Research Equipment Program. This cooperative agreement, under the NEES Program, establishes a NEES reconfigurable reaction wall-based earthquake simulator facility at the University of California, Berkeley (UCB), California. UCB will design, construct, install, commission, and operate a modular and highly flexible dynamic testing facility that will enable experimental and analytical model-based simulation of interactions among substructures that form a single structure. The knowledge gained from such simulations will help develop a new generation of performance-based design guidelines and implement them in practice to improve the safety and reliability of civil infrastructure. This equipment will be operational by September 30, 2004, or earlier and will be managed as a national shared-use NEES equipment site, with teleobservation and teleoperation capabilities, to provide new earthquake engineering research testing capabilities for large structural systems through 2014. This NEES equipment site will be connected to the NEES collaboratory through the University's Abilene connection, with 1-2 Gb/sec Ethernet capabilities. Shared-use access and training will be coordinated through the NEES Consortium. This award is an outcome of the peer review of proposals submitted to program solicitation NSF 00-6, "NEES: Earthquake Engineering Research Equipment." The equipment will be installed in Building 484 at the Richmond Field Station of UCB and will make use of the existing strong floor, existing four-million-pound axial compression-tension testing machine, and an array of existing static and dynamic actuators. The following equipment is provided under this award: (1) reconfigurable reaction wall, with post-tensioning bars and couplers, (2) seven dynamic and static actuator assemblies: four dynamic, two rated at 50 kips (222 kN) with 40-in (1016 mm) stroke minimum and two rated at 150 kips (667 kN) with 40-in (1016 mm) stroke minimum, and three static, one rated at 446/600 kips (1984/2669 kN) with 40-in (1016 mm) stroke and two rated at 216/328 kips (961/1459 kN) with 72-in (1829 mm) stroke, (3) one hydraulic distribution system, (4) one high-performance accumulation system, (5) one digital control system with real-time hybrid control packages and integrated data acquisition channels, comprising hardware for 8 control channels and 16 additional data acquisition channels and software development kits, (6) advanced data acquisition system with a modular 128-channel data acquisition system with A/D converter, (7) digital video teleobservation system including a system of digital cameras, digital video recorders and a digital video Internet server, (8) instrumentation that includes potentiometer-based displacement sensors, MEMS-based accelerometers, load cells, tilt-meters, cabling, and connectors, and (9) network interface hardware. The reaction wall consists of concrete modules, hollow-core blocks designed to be mated at the top and bottom and postensioned into a monolithic unit. The same postensioning will be used to connect the reaction wall to the strong floor. At least 14 blocks will make it possible to configure a single 42-ft (12.8 m) reaction wall or two 21-ft (6.4 m) tall walls. Numerous combinations of walls and arrangements will be possible with this modular strong wall concept. A network interface will enable cooperative hybrid testing between an existing shaking table and the reaction wall. Furthermore, a network interface to the University of California Millennium cluster will provide access to a massively parallel computation facility necessary to implement the multiply substructured pseudo-dynamic testing method. The experimental facility is designed to support the development of a new generation of hybrid testing methods that smoothly integrate physical and numerical simulations. Portions of the structure, expected to behave in a predictable manner, are modeled numerically, while one or more complex subassemblies and the boundaries on which they interact are modeled using scaled physical models. Using numerical integration algorithms, the physical and numerical substructures can be analyzed as a single structure. The substructures, physical or numerical, involved in such hybrid testing can be at different geographic locations connected by the NEES network. UCB will integrate this reconfigurable reaction wall-based earthquake simulator into its research program and undergraduate and graduate curricula (including making the material widely available in online web-based course modules), and provide training opportunities for outside researchers through on-site courses and web-based materials.
期刊论文(0)
专著(0)
科研奖励(0)
会议论文
International Travel Support during 2016-17 for U.S.-Japan Research Collaboration on the Seismic Design and Testing of Mid-Rise Reinforced Concrete Buildings
-
批准号:1640616
-
项目类别:Standard Grant
-
资助金额:$4.18万
-
财政年份:2016
-
负责人:Jack Moehle
-
依托单位:
International Travel Support during 2015 for U.S.-Japan Research Collaboration on the Seismic Design and Testing of Mid-Rise Reinforced Concrete Buildings
-
批准号:1547833
-
项目类别:Standard Grant
-
资助金额:$2.29万
-
财政年份:2015
-
负责人:Jack Moehle
-
依托单位:
RAPID: Proposal for Systematic Building Data Documentation following the February 27, 2010 Chile Earthquake
-
批准号:1048314
-
项目类别:Standard Grant
-
资助金额:$6.89万
-
财政年份:2010
-
负责人:Jack Moehle
-
依托单位:
NEESR-GC: Mitigation of Collapse Risk in Vulnerable Concrete Buildings
-
批准号:0618804
-
项目类别:Standard Grant
-
资助金额:$360.0万
-
财政年份:2006
-
负责人:Jack Moehle
-
依托单位:
Collaborative Research: Behavior of Braced Steel Frames With Innovative Bracing Schemes - A NEES Collaboratory Project
-
批准号:0324629
-
项目类别:Continuing Grant
-
资助金额:$23.12万
-
财政年份:2003
-
负责人:Jack Moehle
-
依托单位:
National Information Service for Earthquake Engineering
-
批准号:0130551
-
项目类别:Standard Grant
-
资助金额:$18.35万
-
财政年份:2001
-
负责人:Jack Moehle
-
依托单位:
National Information Service for Earthquake Engineering
-
批准号:9988883
-
项目类别:Standard Grant
-
资助金额:$50.0万
-
财政年份:2000
-
负责人:Jack Moehle
-
依托单位:
A Symposium on Performance-Based Earthquake Engineering
-
批准号:9707066
-
项目类别:Standard Grant
-
资助金额:$3.32万
-
财政年份:1997
-
负责人:Jack Moehle
-
依托单位:
Pacific Earthquake Engineering Research Center
-
批准号:9701568
-
项目类别:Cooperative Agreement
-
资助金额:$0.0万
-
财政年份:1997
-
负责人:Jack Moehle
-
依托单位:
National Information Service for Earthquake Engineering
-
批准号:9612670
-
项目类别:Continuing Grant
-
资助金额:$158.77万
-
财政年份:1997
-
负责人:Jack Moehle
-
依托单位:
National Earthquake Information Network; a Workshop
-
批准号:9525946
-
项目类别:Standard Grant
-
资助金额:$4.0万
-
财政年份:1996
-
负责人:Jack Moehle
-
依托单位:
Japan Earthquake Reconnaissance in Structural Engineering
-
批准号:9520108
-
项目类别:Standard Grant
-
资助金额:$5.0万
-
财政年份:1995
-
负责人:Jack Moehle
-
依托单位:
Japan Earthquake Reconnaissance in Structural Engineering (Sup for 2 Workshops)
-
批准号:9528882
-
项目类别:Standard Grant
-
资助金额:$4.93万
-
财政年份:1995
-
负责人:Jack Moehle
-
依托单位:
1994 Northridge Earthquake -- Earthquake Engineering Research Center Reconnaissance Effort
-
批准号:9413065
-
项目类别:Standard Grant
-
资助金额:$1.0万
-
财政年份:1994
-
负责人:Jack Moehle
-
依托单位:
Evaluation and Design Requirements for RC "Gravity" Columns
-
批准号:9416441
-
项目类别:Standard Grant
-
资助金额:$5.72万
-
财政年份:1994
-
负责人:Jack Moehle
-
依托单位:
National Information Service for Earthquake Engineering
-
批准号:9314438
-
项目类别:Continuing Grant
-
资助金额:$160.0万
-
财政年份:1993
-
负责人:Jack Moehle
-
依托单位:
Evaluation of Existing Reinforced Concrete Columns
-
批准号:9120061
-
项目类别:Standard Grant
-
资助金额:$19.0万
-
财政年份:1991
-
负责人:Jack Moehle
-
依托单位:
National Clearinghouse for Loma Prieta Earthquake Information
-
批准号:9119931
-
项目类别:Standard Grant
-
资助金额:$17.47万
-
财政年份:1991
-
负责人:Jack Moehle
-
依托单位:
National Information Service for Earthquake Engineering
-
批准号:9013334
-
项目类别:Continuing Grant
-
资助金额:$138.07万
-
财政年份:1991
-
负责人:Jack Moehle
-
依托单位:
National Clearinghouse for Loma Prieta Earthquake Information
-
批准号:9011293
-
项目类别:Standard Grant
-
资助金额:$8.99万
-
财政年份:1990
-
负责人:Jack Moehle
-
依托单位:
国内基金
海外基金
Exploring the Intrinsic Mechanisms of CEO Turnover and Market Reaction: An Explanation Based on Information Asymmetry
-
批准号:W2433169
-
项目类别:外国学者研究基金项目
-
资助金额:--
-
批准年份:2024
-
负责人:HAOFEI ZHANG
-
依托单位:
基于Hydrodynamics-Reaction Kinetics耦合模型的厌氧膨胀床反应器三相流场数值模拟及生态-水力响应机制解析
-
批准号:51078108
-
项目类别:面上项目
-
资助金额:36.0万元
-
批准年份:2010
-
负责人:丁杰
-
依托单位: