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Study on the effect of ground motion direction on the response of engineering structure 被引量:4
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作者 Sun Menghan Fan Feng +1 位作者 Sun Baitao Zhi Xudong 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2016年第4期649-656,共8页
Due to the randomness of earthquake wave magnitude and direction, and the uncertain direction of strong axis and weak axis in the construction of engineering structures, the effect of the direction of ground motion on... Due to the randomness of earthquake wave magnitude and direction, and the uncertain direction of strong axis and weak axis in the construction of engineering structures, the effect of the direction of ground motion on a structure are studied herein. Ground motion records usually contain three vertical ground motion data, which are obtained by sensors arranged in accordance with the EW (East -West) direction, NS (South- North) direction and perpendicular to the surface (z) direction, referring to the construction standard of seismic stations. The seismic records in the EW and NS directions are converted to Cartesian coordinates in accordance with the rotation of θ = 0°-180°, and consequently, a countless group of new ground motion time histories are obtained. Then, the characteristics of the ground motion time history and response spectrum of each group were studied, resulting in the following observations: (1) the peak and phase of ground motion are changed with the rotation of direction θ, so that the direction θ of the maximum peak ground motion can be determined; (2) response spectrum values of each group of ground motions change along with the direction θ, and their peak, predominant period and declining curve are also different as the changes occur; then, the angle θ in the direction of the maximum peak value or the widest predominant period can be determined; and (3) the seismic response of structures with different directions of ground motion inputs has been analyzed under the same earthquake record, and the results show the difference. For some ground motion records, such as the Taft seismic wave, these differences are significant. Next, the Lushan middle school gymnasium structure was analyzed and the calculation was checked using the proposed method, where the internal force of the upper space truss varied from 25% to 28%. The research results presented herein can be used for reference in choosing the ground motion when checking the actual damage to structures following earthquakes and explaining the seismic damage. Meanwhile, it also provides a reference value for research into the most severe ground motion. 展开更多
关键词 direction of grotmd motion structure effect coordinate transformation response spectrum
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Motion direction prediction through spike timing based on micro Capsnet networks 被引量:1
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作者 ZHANG HuaLiang LIU Ji +6 位作者 WANG BaoZeng DAI Jun LIAN JinLing KE Ang ZHAO YuWei ZHOU Jin WANG ChangYong 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2022年第11期2763-2775,共13页
Neural activity extraction and neural decoding from neural signals are an important part of critical components of brain-computer interface systems.With the development of brain-computer interface technology,the deman... Neural activity extraction and neural decoding from neural signals are an important part of critical components of brain-computer interface systems.With the development of brain-computer interface technology,the demand for precise external control and nervous activities in macaque monkey during unilateral hand grasp has increased the complexity of control and neural decoding,which puts forward higher requirements for the accuracy and stability of feature extraction and neural decoding.In this study,a micro Capsnet network architecture that consists of a few network layers,a vector feature structure,and optimization network parameters,is proposed to decrease the computing time and complexity,decrease artificial debugging,and improve the decoding accuracy.Compared with KNN,SVM,XGBOOST,CNN,Simple RNN,and LSTM,the algorithm in this study improves the decoding accuracy by 98.03%,and achieves state-of-the-art accuracy and stronger robustness.Furthermore,the proposed algorithm can further enhance the control accuracy in the brain-computer interface. 展开更多
关键词 spike timing micro Capsnet network brain-computer interface motion direction prediction optimized network parameter
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Influence of earthquake direction on the seismic response of irregular plan RC frame buildings 被引量:5
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作者 Magliulo G Maddaloni G Petrone C 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2014年第2期243-256,共14页
The nonlinear response of structures is usually evaluated by considering two accelerograms acting simultaneously along the orthogonal directions. In this study, the infl uence of the earthquake direction on the seismi... The nonlinear response of structures is usually evaluated by considering two accelerograms acting simultaneously along the orthogonal directions. In this study, the infl uence of the earthquake direction on the seismic response of building structures is examined. Three multi-story RC buildings, representing a very common structural typology in Italy, are used as case studies for the evaluation. They are, respectively, a rectangular plan shape, an L plan shape and a rectangular plan shape with courtyard buildings. Nonlinear static and dynamic analyses are performed by considering different seismic levels, characterized by peak ground acceleration on stiff soil equal to 0.35 g, 0.25 g and 0.15 g. Nonlinear dynamic analyses are carried out by considering twelve different earthquake directions, and rotating the direction of both the orthogonal components by 30° for each analysis(from 0° to 330°). The survey is carried out on the L plan shape structure. The results show that the angle of the seismic input motion signifi cantly infl uences the response of RC structures; the critical seismic angle, i.e., the incidence angle that produces the maximum demand, provides an increase of up to 37% in terms of both roof displacements and plastic hinge rotations. 展开更多
关键词 plan irregularity nonlinear analyses reinforced concrete buildings seismic performance ground motion directionality
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Motion and Efficiency of a Two—State Model for a Single Molecular Motor 被引量:4
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作者 ZHAOTong-Jun ZHANYong 等 《Communications in Theoretical Physics》 SCIE CAS CSCD 2003年第1期121-124,共4页
We discussed the directed motion and the energy conversion efficiency of a particle in two-state ratchet potentials with white noise. We studied the effective potential of multi-state. The two-state potential is equiv... We discussed the directed motion and the energy conversion efficiency of a particle in two-state ratchet potentials with white noise. We studied the effective potential of multi-state. The two-state potential is equivalent to an effective potential that has a nonzero average slope on a large scale in general. The incline of the effective potential is crucial to the directed motion and the efficiency. We also discussed the relationship between the efficiency and the kinetic parameters such as the strength of the noise and the transition rates between the two states. We notice that there exists a maximal efficiency when the noise strength and the fluctuating rates take appropriate values. 展开更多
关键词 EFFICIENCY directed motion Fokker-Planck equation effective potential
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加速度傅氏谱高频衰减参数kappa(κ)研究进展
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作者 陶正如 张孟骋昊 +2 位作者 赵一鸣 郝俊 肖培 《世界地震工程》 北大核心 2025年第2期42-52,共11页
自20世纪80年代以来,针对加速度傅里叶幅值谱高频部分衰减开展了研究,先后提出了f_(max)和kappa(κ)两类常用的高频滤波器,在强地震动合成、地震动预测方程、地震区划和场地放大效应等研究中得到广泛应用。在工程地震领域,高频衰减参数... 自20世纪80年代以来,针对加速度傅里叶幅值谱高频部分衰减开展了研究,先后提出了f_(max)和kappa(κ)两类常用的高频滤波器,在强地震动合成、地震动预测方程、地震区划和场地放大效应等研究中得到广泛应用。在工程地震领域,高频衰减参数κ是一个重要但了解甚少的参数,对其计算方法、应用、影响因素和物理机制等一直是研究热点。按照确定κ/κ_(0)所用的地震动频带范围,将研究方法分为有限带宽方法和宽频带方法两大类进行梳理,分析了近年的若干研究热点,包括Anderson和Hough方法适用性、土层非线性和地震动方向性的影响等。通过了解和掌握κ研究方法的最新进展,为提出更合理的确定方法奠定基础,以期降低地震动估计、地震危险性分析和地震区划中的不确定性。 展开更多
关键词 高频衰减 κ值 土层非线性 地震动方向性
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1975年海城地震两次5.0级以上余震地震动方向性特点分析
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作者 黄勇 马德宝 +1 位作者 何桦 田一格 《世界地震工程》 北大核心 2025年第4期1-12,共12页
聚焦于1975年海城地震中两次5.0级以上余震,深入探究地震动方向性特点及其与发震断层的关系,并基于结构测点记录分析了几类结构的反应方向性特点。首先对海城地震的背景进行了阐述,然后基于全方位反应谱、持时谱和输入能量谱等分析方法... 聚焦于1975年海城地震中两次5.0级以上余震,深入探究地震动方向性特点及其与发震断层的关系,并基于结构测点记录分析了几类结构的反应方向性特点。首先对海城地震的背景进行了阐述,然后基于全方位反应谱、持时谱和输入能量谱等分析方法,对海城和营口的6个观测台站的记录进行了详细分析。研究发现:地震动强度在不同方向上的变化显著,特别是在周期为1.5~3.5 s之间时,海城余震的地震动强度方向性效应比NGA-West2的SB14模型的预测更为显著。长周期(1.0 s以上)的方向性效应尤为突出,在长周期频段,近断层地震动的方向性差异更加明显。在全方位反应谱的高频段中,东西向卓越方向与F2东西向隐伏断层呈现出高度相关性;而中低频段则清晰展现出F1北北西向主断层的方向性特征;结构反应的方向性会因结构自身因素(如结构形式、长短轴方向和场地条件等)而发生一些变化。桥墩地震反应方向性与自由场方向性基本一致,而房屋结构反应方向性存在一定程度的旋转。 展开更多
关键词 海城地震 走滑断层 余震 地震动方向性 结构反应方向性
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芦山Mw6.8地震Newmark位移方向性研究
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作者 刘平 刘川 +5 位作者 陈兴周 王海 魏长刚 范依仁 陈凡 吴煜心 《地震工程学报》 北大核心 2025年第2期437-447,共11页
为研究2013年芦山Mw6.8地震Newmark位移的方向性特征,使用震源区近场22个台站的强震动记录,利用Boore的改进方法对地震动进行投影,分析Newmark位移随方向性变化、最大值与最小值比值(Dn max/Dn min)和卓越方向(θmax)等特征。得出以下结... 为研究2013年芦山Mw6.8地震Newmark位移的方向性特征,使用震源区近场22个台站的强震动记录,利用Boore的改进方法对地震动进行投影,分析Newmark位移随方向性变化、最大值与最小值比值(Dn max/Dn min)和卓越方向(θmax)等特征。得出以下结论:(1)Newmark位移随方向的变化存在明显的波峰和波谷,其最大值方向与最小值方向夹角在多数情况下处于近似垂直的关系。(2)Dn max/Dn min随着临界加速度(a c)的增大而增大;a c较大时,Dn max/Dn min随断层距的增大逐渐增大;此外,场地类型对Dn max/Dn min也有一定影响。(3)θmax在断层两侧和同震位移方向存在较强的相关性,在断层两端与同震位移方向相关性较弱;θmax与断层走向垂直方向(FN)的相关性不强;此外,θmax不随a c发生显著变化。(4)基于Arias烈度和考虑地震震级的Newmark位移经验模型对考虑方向性的Newmark位移的预测效果最好。 展开更多
关键词 芦山地震 Newmark位移 方向性 地震动参数
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Assessment of seismic intensity and seismic performance of buildings in the M7.9 Myanmar earthquake 被引量:6
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作者 Sun Baitao Yan Jiaqi +2 位作者 Yang Yongqiang Chen Xiangzhao Sun Menghan 《Earthquake Engineering and Engineering Vibration》 2025年第3期641-652,共12页
Dispatched by the Chinese government,a multidisciplinary team of 30 researchers collaborated with a team from Myanmar to conduct a 14-day on-site investigation.The work encompassed seismic intensity assessments,field ... Dispatched by the Chinese government,a multidisciplinary team of 30 researchers collaborated with a team from Myanmar to conduct a 14-day on-site investigation.The work encompassed seismic intensity assessments,field surveys,and loss evaluations.The paper focuses on the intensity distribution and structural damage characteristics of the 2025 M7.9 Myanmar earthquake,yielding the following key findings.(1)The seismogenic fault rupture propagated in a nearly N-S direction,with a surface rupture length of approximately 450 km.The seismic impact zone exhibited an elongated N-S distribution and a shorter E-W span,distributed like a belt around the seismogenic fault.(2)Within the seismic impact zones,existing buildings comprised five primary structural types,with timber(bamboo)structures constituting the largest proportion(≈80%in rural areas,≈50%in urban areas).The relatively low disaster losses and casualties were primarily attributable to the good seismic performance and low damage ratio of timber(bamboo)structures across varying intensity zones.(3)An anomalous zone of intensityⅨwas located at the boundary between intensityⅥandⅦregions in Nay Pyi Taw.Here,ridge topography combined with soft soil layers significantly amplified ground motion,exacerbating structural damage.(4)Directional effects of ground motion were observed,with the structural damage phenomena and peak ground acceleration(PGA)values in the N-S direction exceeding those in the E-W direction.This validates that the maximum PGA distribution of strike-slip fault earthquakes aligns with the fault strike.The research is expected to provide technical support for post-disaster reconstruction planning,site selection,and disaster mitigation strategies in Myanmar. 展开更多
关键词 M7.9 Myanmar earthquake seismic intensity timber(bamboo)structure directional effects of ground motion strike-slip fault
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考虑地震方向性的高耸RC烟囱结构易损性分析 被引量:6
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作者 周长东 田苗旺 +1 位作者 王朋国 张许 《湖南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2017年第11期11-22,共12页
选用240 m高的某钢筋混凝土烟囱作为研究对象,通过有限元软件ABAQUS,采用复合壳单元建立了相应的非线性有限元分析模型.为考虑地震动的不确定性,根据谱相容性原则,选择了20条合理的地震动记录,进行增量动力分析.分别以材料应变和地面峰... 选用240 m高的某钢筋混凝土烟囱作为研究对象,通过有限元软件ABAQUS,采用复合壳单元建立了相应的非线性有限元分析模型.为考虑地震动的不确定性,根据谱相容性原则,选择了20条合理的地震动记录,进行增量动力分析.分别以材料应变和地面峰值加速度作为结构地震需求参数和地震动强度参数,通过增量动力分析将三维地震动以7种不同入射角度作用于结构并获得的结构地震响应,采用能力需求比模型的曲线拟合法计算结构的易损性.通过钢筋和混凝土的材料应变定义了4个损伤状态限值,最终得到了考虑地震方向性的高耸钢筋混凝土烟囱结构地震易损性曲线.研究结果表明,考虑地震方向性后,当PGA小于0.2g时,该烟囱的最不利地震波输入角度大约在75°~90°左右,结构完全损伤概率大约增大了1.5%;当PGA大于0.2g时,该烟囱的最不利地震波输入角度在45°左右,结构完全损伤概率大约增大了2.4%. 展开更多
关键词 烟囱 地震响应 三维地震 增量动力分析 地震作用方向性
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An explanation of the large PGA value of 2013 MS 7.0 Lushan earthquake at 51BXD station through topographic analysis
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作者 Zhijun Dai Xiaojun Li 《Earthquake Science》 2013年第3期199-205,共7页
In Ms7.0 Lushan earthquake, a large amount of strong ground motion recordings were collected. In this paper, we analyze the recordings carefully. The abnor- mality of ground motion recordings is identified through a l... In Ms7.0 Lushan earthquake, a large amount of strong ground motion recordings were collected. In this paper, we analyze the recordings carefully. The abnor- mality of ground motion recordings is identified through a log linear regression. In the station of 51BXD, the PGA value has exceeded 1 g, which is the biggest peak ground acceleration (PGA) value obtained from all recordings in this earthquake. The log linear relation shows the PGA value in this station is abnormally large. As this station is located on the footage of a hill, the topographic amplifi- cation factor is explored in order to explain this abnor- mality. Through 3D numerical modeling using spectral element method with transmitting boundary conditions, the amplification factor is quantized. In this station, the topo- graphic amplification is highly polarized in the direction of East-West which agrees with the empirical recordings. This research result suggests us in future directionality of topographic amplification should be considered in the aseismic design. 展开更多
关键词 Strong ground motion Topographicamplification Ground motion directionality
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层状围岩隧道交叉结构地震方向敏感性分析 被引量:1
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作者 陈政 郭春 +2 位作者 谌桂舟 赵威 申玉生 《地震工程与工程振动》 CSCD 北大核心 2022年第1期154-168,共15页
依托某层状围岩深埋铁路隧道工程,以主线单线隧道与横通道正交结构为研究对象,通过ABAQUS建立有限元分析模型。选取12条地震波数据,模拟基岩SV波地震作用,调整地震动峰值加速度和地震动入射方向,对研究结构随地震动输入方向的敏感性进... 依托某层状围岩深埋铁路隧道工程,以主线单线隧道与横通道正交结构为研究对象,通过ABAQUS建立有限元分析模型。选取12条地震波数据,模拟基岩SV波地震作用,调整地震动峰值加速度和地震动入射方向,对研究结构随地震动输入方向的敏感性进行分析。研究分析得到:二次衬砌在地震入射角度为30°~45°时对地震动方向变化敏感性较低,初期支护在地震角度为60°~90°时对地震方向变化的敏感性较低,初期支护和二次衬砌在地震入射角度为45°~60°时对地震动方向变化敏感性较大;受力最不利的地震入射角度为15°~45°;位于主隧道与横通道交叉口拱脚附近二次衬砌受地震方向影响最敏感,横通道拱脚靠近主隧道5 m范围初期支护受地震方向影响最敏感。 展开更多
关键词 铁路隧道 地震作用方向 敏感性分析 横通道 层状围岩
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Real-time trajectory planning for UCAV air-to-surface attack using inverse dynamics optimization method and receding horizon control 被引量:16
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作者 Zhang Yu Chen Jing Shen Lincheng 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2013年第4期1038-1056,共19页
This paper presents a computationally efficient real-time trajectory planning framework for typical unmanned combat aerial vehicle (UCAV) performing autonomous air-to-surface (A/S) attack. It combines the benefits... This paper presents a computationally efficient real-time trajectory planning framework for typical unmanned combat aerial vehicle (UCAV) performing autonomous air-to-surface (A/S) attack. It combines the benefits of inverse dynamics optimization method and receding horizon optimal control technique. Firstly, the ground attack trajectory planning problem is mathematically formulated as a receding horizon optimal control problem (RHC-OCP). In particular, an approximate elliptic launch acceptable region (LAR) model is proposed to model the critical weapon delivery constraints. Secondly, a planning algorithm based on inverse dynamics optimization, which has high computational efficiency and good convergence properties, is developed to solve the RHCOCP in real-time. Thirdly, in order to improve robustness and adaptivity in a dynamic and uncer- tain environment, a two-degree-of-freedom (2-DOF) receding horizon control architecture is introduced and a regular real-time update strategy is proposed as well, and the real-time feedback can be achieved and the not-converged situations can be handled. Finally, numerical simulations demon- strate the efficiency of this framework, and the results also show that the presented technique is well suited for real-time implementation in dynamic and uncertain environment. 展开更多
关键词 Air-to-surface attack Direct method Inverse dynamics motion planning Real time control Receding horizon control Trajectory planning Unmanned combat aerial vehicles
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Optimal control of stretching process of flexible solar arrays on spacecraft based on a hybrid optimization strategy 被引量:2
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作者 Qijia Yao Xinsheng Ge 《Theoretical & Applied Mechanics Letters》 CAS CSCD 2017年第4期258-263,共6页
The optimal control of multibody spacecraft during the stretching process of solar arrays is investigated,and a hybrid optimization strategy based on Gauss pseudospectral method(GPM) and direct shooting method(DSM... The optimal control of multibody spacecraft during the stretching process of solar arrays is investigated,and a hybrid optimization strategy based on Gauss pseudospectral method(GPM) and direct shooting method(DSM) is presented. First, the elastic deformation of flexible solar arrays was described approximately by the assumed mode method, and a dynamic model was established by the second Lagrangian equation. Then, the nonholonomic motion planning problem is transformed into a nonlinear programming problem by using GPM. By giving fewer LG points, initial values of the state variables and control variables were obtained. A serial optimization framework was adopted to obtain the approximate optimal solution from a feasible solution. Finally, the control variables were discretized at LG points, and the precise optimal control inputs were obtained by DSM. The optimal trajectory of the system can be obtained through numerical integration. Through numerical simulation, the stretching process of solar arrays is stable with no detours, and the control inputs match the various constraints of actual conditions.The results indicate that the method is effective with good robustness. 展开更多
关键词 motion planning Multibody spacecraft Optimal control Gauss pseudospectral method Direct shooting method
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Effective Potential of a Two-State Model for Molecular Motor
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作者 HANYing-Rong ZHAOTong-Jun +1 位作者 ZHAN-Yong YANWei-Li 《Communications in Theoretical Physics》 SCIE CAS CSCD 2005年第2期377-381,共5页
We study force generation and motion of molecular motors using a simple two-state model in the paper.Asymmetric and periodic potential is adopted to describe the interaction between motor proteins and filaments that a... We study force generation and motion of molecular motors using a simple two-state model in the paper.Asymmetric and periodic potential is adopted to describe the interaction between motor proteins and filaments that are periodic and polar. The current and the slope of the effective potential as functions of the temperature and transition rates are calculated in the two-state model. The ratio of the slope of the effective potential to the current is also calculated. It is shown that the directed motion of motor proteins is relevant to the effective potential. The slope of the effective potential corresponds to an average force. The non-vanishing force therefore implies that detailed balance is broken in the process of transition between different states. 展开更多
关键词 Brownian particle directed motion Fokker-Planck equation effective potential detailed balance
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