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数据-物理耦合驱动的剪力墙结构响应模拟方法

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数据-物理耦合驱动的剪力墙结构响应模拟方法

Model-based framework for multi-axial real-time hybrid simulation testing

第33届全国结构工程学术会议

作者：翟光浩严金辉 billie f.spencer 徐永嘉伊利诺伊大学厄巴纳香槟分校土木与环境工程学院浙江大学-伊利诺伊大学厄巴纳香槟分校联合学院

在土木工程领域中,准确高效的结构响应模拟对于规划、设计、建造和维护等各个环节至关重要。物理驱动和数据驱动方法在该领域都得到了广泛的应用。不过,传统的物理驱动的结构响应模拟方法存在难以逾越的"精度-效率"均衡瓶颈,而数据驱动... 详细信息

在土木工程领域中,准确高效的结构响应模拟对于规划、设计、建造和维护等各个环节至关重要。物理驱动和数据驱动方法在该领域都得到了广泛的应用。不过,传统的物理驱动的结构响应模拟方法存在难以逾越的"精度-效率"均衡瓶颈,而数据驱动方法在泛化性、可靠性和数据方面的高需求限制了其推广与工程应用。因此,亟需开发新颖的方法,实现高精度-高效率的结构响应模拟。为解决上述问题,本研究将创新性的提出"数据-物理耦合驱动的结构响应模拟方法"。具体而言,本研究首先讨论了耦合模拟的基本概念与框架。随后,构建了注意力增强的堆叠回归神经网络(ASRnn)架构并提出了相应的数据增广方法。最后基于典型框架-剪力墙结构案例开展了案例分析,验证了方法在精度-效率平衡方面的显著优势。

关键词：数据物理耦合驱动注意力增强的堆叠回归神经网络 OpenSeesPy 结构响应模拟框架-剪力墙结构

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Earthquake Engineering and Engineering Vibration 2017年第4期16卷 671-691页

作者： Gaston A.fermandois billie f.spencer,jr. Department of Civil and Environmental Engineering University of Illinois at Urbana-ChampaignUrbanaIL 61801USA

Real-time hybrid simulation is an efficient and cost-effective dynamic testing technique for performance evaluation of structural systems subjected to earthquake loading with rate-dependent behavior. A loading assembly with multiple actuators is required to impose realistic boundary conditions on physical specimens. However, such a testing system is expected to exhibit significant dynamic coupling of the actuators and suffer from time lags that are associated with the dynamics of the servo-hydraulic system, as well as control-structure interaction （CSI）. One approach to reducing experimental errors considers a multi-input, multi-output （MIMO） controller design, yielding accurate reference tracking and noise rejection. In this paper, a framework for multi-axial real-time hybrid simulation （maRTHS） testing is presented. The methodology employs a real-time feedback-feedforward controller for multiple actuators commanded in Cartesian coordinates. Kinematic transformations between actuator space and Cartesian space are derived for all six-degrees-of- freedom of the moving platform. Then, a frequency domain identification technique is used to develop an accurate MIMO transfer function of the system. further, a Cartesian-domain model-based feedforward-feedback controller is implemented for time lag compensation and to increase the robustness of the reference tracking for given model uncertainty. The framework is implemented using the 1/5th-scale Load and Boundary Condition Box （LBCB） located at the University of Illinois at Urbana- Champaign. To demonstrate the efficacy of the proposed methodology, a single-story frame subjected to earthquake loading is tested. One of the columns in the fraane is represented physically in the laboratory as a cantilevered steel column. for real- time execution, the numerical substructure, kinematic transformations, and controllers are implemented on a digital signal processor. Results show excellent performance of the maRTHS framework when

关键词： real-time hybrid simulation multiple actuators dynamic coupling kinematic transformations model-basedcompensation

Development of a building information model-guided post-earthquake building inspection framework using 3D synthetic environments

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Earthquake Engineering and Engineering Vibration 2023年第2期22卷 279-307页

作者： nathaniel M.Levine Yasutaka narazaki billie f.spencer Department of Civil and Environmental Engineering University of Illinois at Urbana-ChampaignUrbanaIllinois 61801USA Zhejiang University-University of Illinois at Urbana-Champaign Institute Zhejiang UniversityHaining 314400China

Computer vision-based inspection methods show promise for automating post-earthquake building *** methods survey a building with unmanned aerial vehicles and automatically detect damage in the collected ***,assessing the damage′s impact on structural safety requires localizing damage to specific building components with known design and *** paper proposes a BIM-based automated inspection framework to provide context for visual surveys.A deep learning-based semantic segmentation algorithm is trained to automatically identify damage in *** BIM automatically associates any identified damage with specific building ***,components are classified into damage states consistent with component fragility models for integration with a structural *** demonstrate the framework,methods are developed to photorealistically simulate severe structural damage in a synthetic computer graphics environment.A graphics model of a real building in Urbana,Illinois,is generated to test the framework;the model is integrated with a structural analysis to apply earthquake damage in a physically realistic manner.A simulated UAV survey is flown of the graphics model and the framework is *** method achieves high accuracy in assigning damage states to visible structural *** assignment enables integration with a performance-based earthquake assessment to classify building safety.

关键词： computer vision earthquake engineering building information model physics-based graphics model synthetic environment

TopSTO:a 115-line code for topology optimization of structures under stationary stochastic dynamic loading

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Earthquake Engineering and Engineering Vibration 2023年第4期22卷 1081-1100页

作者： Sebastian Pozo fernando Gomez Thomas Golecki Juan Carrion billie f.spencer jr. Civil and Environmental Engineering University of Illinois at Urbana-ChampaignUrbana 61801ILUSA College of Science and Engineering Universidad San Francisco de QuitoDiego de Robles y Vía InteroceanicaQuitoEcuador Skidmore Owings&MerrillLLPChicago 60604ILUSA Department of Civil Engineering University of CuencaCuencaEcuador

The use of topology optimization in structural design under dynamic excitation is becoming more prevalent in the *** many such applications utilize frequency or time domain formulations,relatively few consider stochastic dynamic *** paper presents an efficient and compact code called TopSTO for structural topology optimization considering stationary stochastic dynamic loading using a method derived from random vibration *** theory,described in conjunction with the implementation in the provided code,is illustrated for a seismically excited *** work demonstrates the efficiency of the approach in terms of both the computational resources and minimal amount of code *** code is intended to serve as a baseline for understanding the theory and implementation of this topology optimization approach and as a foundation for additional applications and developments.

关键词： topology optimization stochastic dynamics matlab python

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基于SDLV方法的弹性薄板损伤识别

应用基础与工程科学学报 2016年第5期24卷 995-1005页

作者：逯静洲 billie f.spencer'jr 烟台大学土木工程学院山东烟台264005 伊利诺伊大学香槟分校土木与环境工程系美国伊利诺伊61801

Bernal通过对DLV(Damage Locating Vector)方法的改进,提出了SDLV(Stochastic Damage Locating Vector)方法,较好解决了环境激励下未知输入的DLV法应用问题.本文以两边简支的弹性矩形薄板为研究对象,采用弹性模量降低模拟损伤,基于SDLV... 详细信息

Bernal通过对DLV(Damage Locating Vector)方法的改进,提出了SDLV(Stochastic Damage Locating Vector)方法,较好解决了环境激励下未知输入的DLV法应用问题.本文以两边简支的弹性矩形薄板为研究对象,采用弹性模量降低模拟损伤,基于SDLV方法对弹性薄板在4种损伤工况下的损伤识别进行数值模拟研究,对比分析了各类损伤指标对识别精度的影响.工况1:靠近支座处的一个单元损伤;工况2:跨中处一个单元损伤;工况3:靠近支座处两个相邻单元损伤;工况4:跨中处2个相邻单元损伤.数值模拟结果验证了SDLV方法应用于弹性薄板损伤识别的可行性,损伤所在位置、损伤单元的数目以及损伤指标的选择对损伤识别精度有一定影响.基于SDLV方法弹性薄板的损伤识别指标可以有规则化主应力、内力和应变能3种选择,如果联合运用多种损伤指标,可以更准确地定位弹性薄板的损伤.

关键词：损伤识别随机损伤定位向量(SDLV) 弹性薄板柔度矩阵

A phased approach to enable hybrid simulation of complex structures

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Earthquake Engineering and Engineering Vibration 2014年第S1期13卷 63-77页

作者： billie f.spencer jr. Chia-Ming Chang Thomas M.frankie Daniel A.Kuchma Pedro f.Silva Adel E.Abdelnaby Department of Civil Engineering University of Illinois at Urbana-Champaign nathan M.& Anne M.newmark Endowed Chair Earthquake Engineering Research &Test Center Guangzhou University Associate Professor Wiss JanneyElstner AssociatesInc. Department of Civil and Environmental Engineering University of Illinois at Urbana-Champaign Department of Civil and Environmental Engineering George Washington University Department of Civil Engineering University of Memphis Assistant Professor

Hybrid simulation has been shown to be a cost-effective approach for assessing the seismic performance of structures. In hybrid simulation,critical parts of a structure are physically tested,while the remaining portions of the system are concurrently simulated computationally,typically using a finite element model. This combination is realized through a numerical time-integration scheme,which allows for investigation of full system-level responses of a structure in a cost-effective manner. However,conducting hybrid simulation of complex structures within large-scale testing facilities presents significant challenges. for example,the chosen modeling scheme may create numerical inaccuracies or even result in unstable simulations; the displacement and force capacity of the experimental system can be exceeded; and a hybrid test may be terminated due to poor communication between modules(e.g.,loading controllers,data acquisition systems,simulation coordinator). These problems can cause the simulation to stop suddenly,and in some cases can even result in damage to the experimental specimens; the end result can be failure of the entire experiment. This study proposes a phased approach to hybrid simulation that can validate all of the hybrid simulation components and ensure the integrity largescale hybrid simulation. In this approach,a series of hybrid simulations employing numerical components and small-scale experimental components are examined to establish this preparedness for the large-scale experiment. This validation program is incorporated into an existing,mature hybrid simulation framework,which is currently utilized in the Multi-Axial full-Scale Sub-Structuring Testing and Simulation(MUST-SIM) facility of the George E. Brown network for Earthquake Engineering Simulation(nEES) equipment site at the University of Illinois at Urbana-Champaign. A hybrid simulation of a four-span curved bridge is presented as an example,in which three piers are experimentally controlle

关键词： hybrid simulation seismic performance evaluation phased approach curved bridge MUST-SIM facility

Damper placement for seismic control of super-long-span suspension bridges based on the first-order optimization method

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Science China(Technological Sciences) 2010年第7期53卷 2008-2014页

作者： billie f.spencer Department of Civil and Environmental Engineering University of Illinois at Urbana-Champaign

To ensure the anti-earthquake performances of super-long-span suspension bridges, effective devices should be employed to control the seismic response of key sections. In this paper, four kinds of assessment functions for seismic response control effect are formulated based on the mechanism of seismic response control with dampers and the seismic response characteristics of long-span suspension bridges. A new optimal placement method of dampers using penalty function and first-order optimization theory is then proposed. Runyang suspension bridge (RSB) with a main span of 1490 m is then taken as an example. After seismic response time-history analyses on RSB using different placements of dampers, the analysis results are optimized by employing the optimal placement method and the optimal placements of dampers with the four assessment functions are then achieved respectively. Comparison of the four optimal control effects show that different assessment functions can lead to different optimal placements when the number of dampers is certain, but all placements of dampers can reduce the seismic response of RSB significantly. The selection of assessment functions and damper optimal placement should be determined by the structural characteristics and by what is considered in the structures. Results also show that the first-order optimization is an effective method on determining the optimal placement of dampers.

关键词： suspension bridge seismic control damper placement control effect assessment first-order optimization method

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考虑过阻尼模态参与的改进复模态叠加法

Journal of Southeast University(English Edition) 2023年第3期39卷 213-224页

作者：陈勇 Donald M.Mc.farland billie f.spencer,jr.lawrence a.bergm.n 浙江大学建筑工程学院杭州310027 Department of Civil and Environmental Engineering University of Illinois at Urbana-ChampaignUrbana 61801USA Department of Aerospace Engineering University of Illinois at Urbana-ChampaignUrbana 61801USA 浙江工业大学机械工程学院杭州310014

为处理非比例阻尼系统可能出现的过阻尼模态,提出了一种改进的复模态叠加强迫振动分析方法,建议无论模态是否过阻尼,复模态振动分析时应成对使用复模态.以一个连接任意布置外部阻尼器的悬臂梁典型非比例阻尼系统为例,其第1阶模态会随阻... 详细信息

为处理非比例阻尼系统可能出现的过阻尼模态,提出了一种改进的复模态叠加强迫振动分析方法,建议无论模态是否过阻尼,复模态振动分析时应成对使用复模态.以一个连接任意布置外部阻尼器的悬臂梁典型非比例阻尼系统为例,其第1阶模态会随阻尼系数的增加而过阻尼.在厘清复模态响应与实际动力响应关系的基础上阐述了采用改进复模态叠加法获得时域响应、传递函数和方差的完整理论方法.将方程分为实部和虚部,使得原复数域运动方程成为基于实数矩阵的增广状态空间方程,从而克服了采用复数矩阵计算时变响应的困难.此外,针对基于白噪声滤波的外部激励,提出了一种高效方差响应评估方法,降低了计算资源消耗.结果表明,相较于假设模态法,复模态叠加法的结果更接近于有限元结果.基于遍历法研究最优阻尼器参数和位置时,采用多个小阻尼阻尼器优于单个大阻尼阻尼器.

关键词：非经典阻尼系统连续系统强迫振动复模态叠加法过阻尼模态动力响应

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基于随机减量法的分布式结构模态参数识别

振动与冲击 2017年第17期36卷 48-54页

作者：逯静洲 Sung Han Sim billie f.spencer jr. 烟台大学土木工程学院山东烟台264005 蔚山科学技术大学城市与环境工程学院韩国蔚山44919 伊利诺伊大学香槟分校土木与环境工程系美国61801

分区进行平行分析处理的技术已成为大型结构密集布置无线智能传感器网络检测结构系统的重要任务。提出基于随机减量法的分布式数据采集和模态识别方法。以两边简支板模型试验为例,采用ISM400无线智能传感器,通过自然激励法获得测试结构... 详细信息

分区进行平行分析处理的技术已成为大型结构密集布置无线智能传感器网络检测结构系统的重要任务。提出基于随机减量法的分布式数据采集和模态识别方法。以两边简支板模型试验为例,采用ISM400无线智能传感器,通过自然激励法获得测试结构的响应信号,计算随机减量函数,然后运用特征系统实现算法提取系统的状态空间参数,并结合稳定图的方法剔除虚假模态,识别出结构的模态性能参数。以模态置信度为判据对比分析分布式算法与集中式算法的识别效果,结果表明两种算法吻合良好。

关键词：随机减量法分布式传感器网络特征系统实现算法稳定图模态识别