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PREDICTION OF FATIGUE LIVES OF RC BEAMS STRENGTHENED WITH CFL UNDER RANDOM LOADING 被引量:4
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作者 Rongwei Lin Peiyan Huang Chen Zhao Xinyan Guo Xiaohong Zheng 《Acta Mechanica Solida Sinica》 SCIE EI 2008年第4期359-363,共5页
The investigation on fatigue lives of reinforced concrete (RC) structures strength- ened with fiber laminate under random loading is important for the repairing or the strengthening of bridges and the safety of the ... The investigation on fatigue lives of reinforced concrete (RC) structures strength- ened with fiber laminate under random loading is important for the repairing or the strengthening of bridges and the safety of the traffic. In this paper, two methods are developed for predicting the fatigue lives of RC structures strengthened with carbon fiber [aminate (CFL) under random loading based on a residual life and a residual strength model. To discuss the efficiency of the model, 12 RC beams strengthened with CFL are tested under random loading by the MTS810 testing system. The predicted residual strength approximately agrees with test results. 展开更多
关键词 carbon fiber laminate predicted method fatigue life random load RC structure
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Statistical properties of fatigue damage of Gaussian random loadings 被引量:1
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作者 CHENG Hong-wei TAO Jun-yong +1 位作者 CHEN Xun JIANG Yu 《航空动力学报》 EI CAS CSCD 北大核心 2014年第3期596-603,共8页
Firstly,the fatigue damages associated with the random loadings were always deemed as highcycle or very-high-cycle fatigue problems,and based on Chebyshev theorem,the number of rainflow cycles in a given time interval... Firstly,the fatigue damages associated with the random loadings were always deemed as highcycle or very-high-cycle fatigue problems,and based on Chebyshev theorem,the number of rainflow cycles in a given time interval could be recognized as a constant by neglecting its randomness.Secondly,the randomness of fatigue damage induced by the distribution of rainflow cycles was analyzed.According to central limit theorem,the fatigue damage could be assumed to follow Gaussian distribution,and the statistical parameters:mean and variance,were derived from Dirlik's solution.Finally,the proposed method was used to a simulate Gaussian random loading and the measured random loading from an aircraft.Comparisons with observed results were carried out extensively.In the first example,the relative errors of the proposed method are 2.29%,3.52%and 1.16%for the mean,standard deviation and variation coefficient of fatigue damage,respectively.In the second example,these relative errors are 11.70%,173.32%and 18.20%,and the larger errors are attributable to non-stationary state of the measured loading to some extent. 展开更多
关键词 random loading fatigue damage rainflow counting probability density function rainflow cycle range
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Reliability Simulation for a Missile Tank Under Random Loading
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作者 JIANG Hong kai, TIAN Hong bo, ZHANG Shi yang, CHEN Jia zhao The Second Artillery Engineering College, Xi’an 710025, P.R.China 《International Journal of Plant Engineering and Management》 2001年第3期130-135,共6页
This paper presents a Monte-Carlo simulation method to calculate intensity reliability for a missile tank under random loading. The cumulative damage mathematical model is established , and it adopts a direct simulati... This paper presents a Monte-Carlo simulation method to calculate intensity reliability for a missile tank under random loading. The cumulative damage mathematical model is established , and it adopts a direct simulation method to present random loading and o-riginal intensity for a missile tank. It can effectively predict intensity reliability for a missile tank in the environment of transport and flight. 展开更多
关键词 random loading missile tank cumulative damage RELIABILITY
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A Three-Dimensional Fatigue Reliability Model Under Random Loadings
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作者 Song Xue Pengfei Cui Wanlin Guo 《International Journal of Mechanical System Dynamics》 2025年第4期654-669,共16页
Random loadings(RL)are prevalent in mechanical systems,yet their inherent stochasticity poses significant challenges to structural fatigue reliability assessment.In this study,a three-dimensional fatigue reliability m... Random loadings(RL)are prevalent in mechanical systems,yet their inherent stochasticity poses significant challenges to structural fatigue reliability assessment.In this study,a three-dimensional fatigue reliability model is developed under RL through amplitude modulating and Fourier transformation.The non-Gaussian RL characteristics are accurately characterized by employing power spectral density and loading kurtosis.The equivalent initial crack size distributions are evaluated through three-dimensional fatigue growth theory by joint use of the standard fatigue stress-life(S-N)data and the fatigue crack growth data of the materials.Fatigue life distributions in specimens made of different materials with different geometries and thicknesses are analyzed under RL.It is shown that fatigue life exhibits negative correlations with power spectral density,kurtosis,and initial crack size.Especially,it is found that fatigue life and kurtosis approximately follow a power–law relationship,with both mean and variance decreasing as kurtosis increases.Validations against the experimental data available in the literature show that the present model can provide an efficient prediction of the fatigue life of mechanical systems under RL with limited experiment data. 展开更多
关键词 equivalent initial crack size KURTOSIS non-Gaussian random loadings power spectral density three-dimensional fatigue reliability
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ESTIMATION OF FATIGUE LIFE UNDER RANDOM LOADING WITH PLASTIC HYSTERESIS ENERGY THEOREM 被引量:1
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作者 Wu Fumin(Northwestern Polytechnical University, Xi’an, China, 710072)ian Dingshuan(Chinese Flitrht Test Establishment, Xi’an, China, 710089) 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 1994年第4期289-294,共6页
Fatigue damage of materials includes static damage and cyclic damage.Static damage is a ratio of the plastic energy in first static loading to the statictoughness, while cyclic damage is the ratio of the cyclic plasti... Fatigue damage of materials includes static damage and cyclic damage.Static damage is a ratio of the plastic energy in first static loading to the statictoughness, while cyclic damage is the ratio of the cyclic plastic hysteresis energy to thefatigue toughness. In the calculation, cyclic hardening (or softening) of a material istaken into account, which results in the increase (or decrease) of the yield stress. Forsimplification, it is assumed that stress and strain in cyclic loading vary in accordancewith the hysteresis loop. Fatigue toughness of a material can be detennined bysymmetric cyclic stress controlled fatigue test. A method, rational and convenient forengineering, is proposed to estimate the fatigue life under random loading based onplastic hysteresis energy theorem. Preliminary verification by test is satisfactory. 展开更多
关键词 plastic deforniation static characteristics fatigue tests fatigue life random loads
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Dynamic weighted random load balancing algorithm for SIP application server 被引量:1
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作者 TENG Sheng-bo,LIAO Jian-xin,ZHU Xiao-min State Key Laboratory of Networking and Switching Technology,Beijing University of Posts and Telecommunications,Beijing 100876,China 《The Journal of China Universities of Posts and Telecommunications》 EI CSCD 2009年第4期67-70,共4页
A new load balancing algorithm named dynamic weighed random (DWR) algorithm for the session initiation protocol (SIP) application server cluster is proposed. It uses weighted hashing random algorithm that supports... A new load balancing algorithm named dynamic weighed random (DWR) algorithm for the session initiation protocol (SIP) application server cluster is proposed. It uses weighted hashing random algorithm that supports dialog in the SIP protocol to distribute messages. The weight of each server is dynamic adaptive with feedback mechanism. DWR insures that the cluster is balanced, and it performs better than the limited resource vector (LRV) algorithm and minimum sessions first (MSF) algorithm. 展开更多
关键词 dynamic load balancing weighted random sip application server
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Treatment of Hydrodynamic Loading for Random Sea State
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作者 Anjan Sarkar , Suhail Ahmad and T. K. Datta M. Tech. StudentAssistant Professor, Department of Applied Mechanics Professor, Department of Civil Engineering, Indian Institute of Technology - Delhi, New Delhi-110 016, Indian 《China Ocean Engineering》 SCIE EI 1996年第3期307-322,共16页
In order to employ cost effective frequency domain analysis for off-shore structures treatment of hydrodynamic loading is essential. Drag and inertia dominated, resonating and antiresonating cases under random sea sta... In order to employ cost effective frequency domain analysis for off-shore structures treatment of hydrodynamic loading is essential. Drag and inertia dominated, resonating and antiresonating cases under random sea states are analyzed to highlight the implications and relative merits of four salient linearization techniques. 展开更多
关键词 random sea hydrodynamic load drag linearisation
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Oblique and Multi-Directional Random Wave Loads on Vertical Breakwaters 被引量:3
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作者 俞聿修 李本霞 张宁川 《海洋工程:英文版》 2003年第2期189-202,共14页
Extensive 3-D model tests have been performed to study the effects of wave obliquity and multi-directionality on the wave loads acting on vertical breakwaters. The variation of horizontal and uplift forces acting on a... Extensive 3-D model tests have been performed to study the effects of wave obliquity and multi-directionality on the wave loads acting on vertical breakwaters. The variation of horizontal and uplift forces acting on an unit length of a breakwater with wave direction, the longitudinal distribution of wave forces, as well as the longitudinal load reduction are analyzed. Some empirical formulae of the longitudinal distribution coefficient and the longitudinal load reduction factor are presented for practical use. 展开更多
关键词 vertical breakwaters oblique wave multi-directional random wave longitudinal distribution wave forces longitudinal load reduction
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LIFE PREDICTION APPROACH FOR RANDOM MULTIAXIAL FATIGUE 被引量:7
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作者 WangLei WangDejun 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2005年第1期145-148,共4页
According to the concept of critical plane, a life prediction approach forrandom multiaxial fatigue is presented. First, the critical plane under the multiaxial randomloading is determined based on the concept of the ... According to the concept of critical plane, a life prediction approach forrandom multiaxial fatigue is presented. First, the critical plane under the multiaxial randomloading is determined based on the concept of the weight-averaged maximum shear strain direction.Then the shear and normal strain histories on the determined critical plane are calculated and takenas the subject of multiaxial load simplifying and multiaxial cycle counting. Furthermore, amultiaxial fatigue life prediction model including the parameters resulted from multiaxial cyclecounting is presented and applied to calculating the fatigue damage generated from each cycle.Finally, the cumulative damage is added up using Miner's linear rule, and the fatigue predictionlife is given. The experiments under multiaxial loading blocks are used for the verification of theproposed method. The prediction has a good correction with the experimental results. 展开更多
关键词 Multiaxial fatigue random loading Life prediction Critical plane Cyclecounting
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Effect of Band Width on Fatigue Life under Random Stress Response 被引量:1
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作者 Wu Yisheng Associate Professor, Institute of Mechanics, Chinese Academy of Sciences, 100080 Beijing 《China Ocean Engineering》 SCIE EI 1992年第2期149-156,共8页
A fatigue life estimation method for offshore structures under random stress response is studied in this paper. The method of broad band cumulative frequency number is used to determine the effect of band width of str... A fatigue life estimation method for offshore structures under random stress response is studied in this paper. The method of broad band cumulative frequency number is used to determine the effect of band width of stress frequency spectra on fatigue. A formula of correction factor for fatigue under broad band stress spectra is suggested and compared with that given by P. H. Wirsching. 展开更多
关键词 broad band cumulative frequency number technique stress frequency spectrum random load fatigue damage
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SIMPLIFYING AND CONDENSING A SET OF RANDOM SPECTRA FOR TRANSPORT
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作者 Zhang Baofa Fu Xiangjiong(Institute of Strength, Northwestern Polytechnical Universily, Xi’an, China, 710072) 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 1994年第3期183-187,共5页
Crack growth tests and analyses of CCT specimens made of LY12CZ Al-uminium alloy and 30CrMnSiA high strength steel materials are carried out. The speci-mens are subjected to transport flight-by-flight random spectra o... Crack growth tests and analyses of CCT specimens made of LY12CZ Al-uminium alloy and 30CrMnSiA high strength steel materials are carried out. The speci-mens are subjected to transport flight-by-flight random spectra of high loads encoun-tered 10 times per 1000 flights. The crack growth life is predicted with an equivalentmodel. Comparing the spectra based on 100 flights with those based on 1000 flights, theformer requires only 10 per cent data for cycles. Experiment results show that the differ-ences between two spectra are less than 10% for crack growth life. A more simply con-densed spectrum is derived, retaining groundtoair cycle during every flight and ar-ranging some constant amplitude cycles according to equivalent damage rule. The dataof this spectrum is 10 per cent less than that based on 100 flights, but the differences oftwo spectra whether the predicted or tested results for crack growth life are less than 15per cent. Accordingly, a complex random spectrum may arbitranly be changed to acondensed spectrum with equivalent damage rule, reducing calculation and test work. 展开更多
关键词 transport aircraft random loads SPECTRA crack propagation
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Experimental study on the wave loads of twin-plate breakwaterunder oblique waves 被引量:2
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作者 GU Qian HUANG Guoxing +2 位作者 ZHANG Ningchuan LI Longxiang SHAO Zhong'an 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2016年第12期100-109,共10页
In this study, systematic physical model tests were performed to investigate the wave forces on the twin-plate breakwater under irregular waves. Based on the experimental results, the effects of the relative plate wid... In this study, systematic physical model tests were performed to investigate the wave forces on the twin-plate breakwater under irregular waves. Based on the experimental results, the effects of the relative plate width B/L,wave height Hs/D and incident angle θ0 on the wave forces were analyzed and discussed. The results showed that:(1) The envelopes of the total wave pressure were generally symmetrical along the direction of plate width under the incident angles(θ0) being 0°, 15°, 30°, 45° and 60°. In particular, the envelopes of wave pressure atθ0=30° were larger than all other cases.(2) The synchronous pressure distribution of the breakwater under oblique wave action was more complicated comparing to the normal incident waves.(3) Based on data analysis, an empirical formula was obtained to estimate the total vertical force of the twin-plate breakwater.This empirical formula can be a good reference for the design basis of engineering applications under specified wave conditions. 展开更多
关键词 twin-plate breakwater oblique random wave wave load modeling test empirical formula
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Novel load balancing DHT scheme for the heterogeneous system
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作者 Li Yujun Lu Xianliang Hou Mengshu 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 2008年第4期835-842,共8页
The capacities of the nodes in the peer-to-peer system are strongly heterogeneous, hence one can benefit from distributing the load, based on the capacity of the nodes. At first a model is discussed to evaluate the lo... The capacities of the nodes in the peer-to-peer system are strongly heterogeneous, hence one can benefit from distributing the load, based on the capacity of the nodes. At first a model is discussed to evaluate the load balancing of the heterogeneous system, and then a novel load balancing scheme is proposed based on the concept of logical servers and the randomized binary tree, and theoretical guarantees are given. Finally, the feasibility of the scheme using extensive simulations is proven. 展开更多
关键词 distributed hash table HETEROGENEITY randomized binary tree load balancing
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移动随机载荷下波纹夹芯板的非平稳响应特性分析
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作者 李博 邵东 +1 位作者 曹渊 梁伟阁 《兵工学报》 北大核心 2025年第7期188-198,共11页
为研究波纹夹芯板在移动随机载荷作用下引起的非平稳振动问题,建立了一个通用的动力学解析模型。利用简化一阶剪切变形理论和Hamilton原理推导得到了单个胞元的控制微分方程,基于回传射线矩阵法和虚拟激励法,引入了递推技术有效的模拟... 为研究波纹夹芯板在移动随机载荷作用下引起的非平稳振动问题,建立了一个通用的动力学解析模型。利用简化一阶剪切变形理论和Hamilton原理推导得到了单个胞元的控制微分方程,基于回传射线矩阵法和虚拟激励法,引入了递推技术有效的模拟了整个结构在移动随机载荷作用下的全域响应。通过将负载的连续移动过程划分为3个阶段,提出了针对于移动随机载荷的统一加载机制,并通过有限元仿真软件验证了计算模型的精度。研究结果表明:通过调节波纹夹芯板的厚度和倾角可以有效拓宽结构的Bragg带隙;低速移动随机载荷在作用时间内会引起更多的振动行为。研究结果为波纹夹芯板在复杂载荷条件下的设计和优化提供了理论支持,并为航空航天和海洋工程等领域中相关装备的研制提供参考。 展开更多
关键词 波纹夹芯 模态阻尼 回传射线矩阵法 移动随机载荷 非平稳响应
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基于随机场理论的无砟轨道荷载效应分析研究
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作者 任娟娟 张琦 +1 位作者 邓世杰 刘延龙 《华中科技大学学报(自然科学版)》 北大核心 2025年第2期47-52,87,共7页
为实现对无砟轨道结构内部离散性的模拟并适应更加真实的运营场景,基于随机场理论进行了ABAQUS,Matlab和Python三方交互,建立了无砟轨道材料随机场精细化有限元模型且编制了相关子程序,开展了无砟轨道混凝土部件荷载效应随机分布特征研... 为实现对无砟轨道结构内部离散性的模拟并适应更加真实的运营场景,基于随机场理论进行了ABAQUS,Matlab和Python三方交互,建立了无砟轨道材料随机场精细化有限元模型且编制了相关子程序,开展了无砟轨道混凝土部件荷载效应随机分布特征研究.计算结果表明,拉丁超立方法具有更高效、客观的抽样性,该模型能够更加真实地反映无砟轨道荷载效应的随机分布关系.随着混凝土材料参数变异系数的增大,各荷载效应均朝着最不利情况发展,其中当变异系数从0.02增大至0.10时,轨道板最大纵向拉应力从1.38 MPa增加到1.76 MPa,具有较大增幅. 展开更多
关键词 无砟轨道 随机场理论 荷载效应 拉丁超立方抽样 数值模拟
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基于随机森林算法的船舶波浪载荷预测与仿真
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作者 於建伟 周岚 《舰船科学技术》 北大核心 2025年第14期173-176,共4页
船舶波浪载荷预测对船舶结构安全与设计优化至关重要,准确获取波浪载荷面临诸多挑战。本文构建多维度影响因素特征数据集,融合实船航行、水池试验与数值仿真多源数据,经清洗预处理后,明确波高、波浪周期等关键参数构建多维特征向量,并... 船舶波浪载荷预测对船舶结构安全与设计优化至关重要,准确获取波浪载荷面临诸多挑战。本文构建多维度影响因素特征数据集,融合实船航行、水池试验与数值仿真多源数据,经清洗预处理后,明确波高、波浪周期等关键参数构建多维特征向量,并合理划分数据集;对随机森林模型进行优化与水动力约束融合,采用网格搜索、交叉验证结合遗传算法优化算法参数,并评估参数优化效果。针对3类典型船型开展数值仿真与模型验证,研究表明,优化后的随机森林算法预测精度高、计算高效,能为船舶波浪载荷预测提供可靠方案。 展开更多
关键词 随机森林算法 波浪载荷 仿真
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考虑随机场载荷不确定性的连续体结构可靠性拓扑优化
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作者 程长征 王军基 +1 位作者 王选 杨博 《力学学报》 北大核心 2025年第2期535-544,共10页
提出了一种基于多项式混沌展开(polynomial chaos expansions,PCE)代理模型的高效可靠性拓扑优化(reliability-based topology optimization,RBTO)方法,用于处理考虑随机场载荷不确定性的可靠性设计问题.为此,建立了基于柔度响应定义的... 提出了一种基于多项式混沌展开(polynomial chaos expansions,PCE)代理模型的高效可靠性拓扑优化(reliability-based topology optimization,RBTO)方法,用于处理考虑随机场载荷不确定性的可靠性设计问题.为此,建立了基于柔度响应定义的概率约束下的结构体积分数最小化的单层循环RBTO模型,采用KarhunenLoève(K-L)展开式描述载荷随机场,利用蒙特卡罗模拟计算结构的失效概率.为了克服蒙特卡罗模拟方法在计算结构响应时计算成本高昂的问题,引入了PCE作为代理模型,高效地捕捉随机场载荷与结构柔度之间的复杂非线性关系.通过少量的高精度有限元分析样本,可以构建出高精度的PCE代理模型,一旦构建好代理模型的显式表达式,就可以直接基于代理模型在随机样本处计算失效概率,后续无需再进行有限元分析,从而在不牺牲太多精度的情况下,大幅减少后续计算的时间成本.详细推导了概率约束函数关于设计变量的灵敏度,采用移动渐近线方法(method of moving asymptotes,MMA)求解优化问题,将基于分析模型的RBTO方法与基于代理模型的RBTO方法作对比,验证了所提方法的有效性和优越性,并通过4个数值算例讨论了失效概率限值、柔度限值、载荷随机场均值与标准差以及相关长度对优化结果的影响.结果表明,不确定性因素增强时,结构需要消耗更多的材料来抵抗不确定性因素的干扰,另外基于代理模型的RBTO方法相对于基于分析模型的RBTO计算时间大幅缩短,提高了优化效率. 展开更多
关键词 拓扑优化 随机场 载荷不确定性 可靠性拓扑优化 多项式混沌展开
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基于改进正则化的多点平稳随机载荷识别方法 被引量:2
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作者 井雯 姜金辉 +2 位作者 许锋 包欢迎 陈爽 《振动.测试与诊断》 北大核心 2025年第2期219-224,406,共7页
针对随机载荷识别中的病态逆问题影响识别精度、制约工程应用的问题,根据频响函数矩阵大小奇异值对识别结果稳定性影响程度的不同,在逆虚拟激励法的基础上提出一种改进正则化方法。首先,在识别过程中采用变正则化参数方式,对较小的奇异... 针对随机载荷识别中的病态逆问题影响识别精度、制约工程应用的问题,根据频响函数矩阵大小奇异值对识别结果稳定性影响程度的不同,在逆虚拟激励法的基础上提出一种改进正则化方法。首先,在识别过程中采用变正则化参数方式,对较小的奇异值采用较大的正则化参数修正,对较大的奇异值采用较小的正则化参数修正,以提高识别精度;其次,通过平板结构仿真分析了该方法与直接求逆法、传统Tikhonov正则化方法在5%和10%响应测量噪声水平下的载荷识别精度;最后,进行了简支梁多点平稳随机载荷试验,验证了方法的可行性。研究结果表明,与直接求逆法和传统Tikhonov正则化相比,该方法提高了载荷识别精度,对响应测量噪声具有良好的鲁棒性。 展开更多
关键词 随机载荷识别 病态逆问题 TIKHONOV正则化 改进正则化
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Frequency-dependent random fatigue of panel-type structures made of ceramic matrix composites 被引量:3
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作者 Yadong Zhou Xiaochen Hang +2 位作者 Shaoqing Wu Qingguo Fei Natasa Trisovic 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2017年第2期165-173,共9页
The panel-type structures used in aerospace engineering can be subjected to severe highfrequency acoustic loadings in service. This paper evaluates the frequency-dependent random fatigue of panel-type structures made ... The panel-type structures used in aerospace engineering can be subjected to severe highfrequency acoustic loadings in service. This paper evaluates the frequency-dependent random fatigue of panel-type structures made of ceramic matrix composites(CMCs) under acoustic loadings. Firstly, the high-frequency random responses from the broadband random excitation will result in more stress cycles in a deinite period of time. The probability density distributions of stress amplitudes will be different in different frequency bandwidths, though the peak stress estimations are identical. Secondly, the fatigue properties of CMCs can be highly frequency-dependent. The fatigue evaluation method for the random vibration case is adopted to evaluate the fatigue damage of a representative stiffened panel structure. The frequency effect through S-N curves on random fatigue damage is numerically veriied. Finally, a parameter is demonstrated to characterize the mean vibration frequency of a random process, and hence this parameter can further be considered as a reasonable loading frequency in the fatigue tests of CMCs to obtain more reliable S-N curves.Therefore, the inluence of vibration frequency can be incorporated in the random fatigue model from the two perspectives. 展开更多
关键词 random fatigue Frequency effect Ceramic matrix composites(CMCs) S-N curve loading frequency
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考虑室内布局影响的高频楼盖人致振动舒适度全域评估 被引量:1
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作者 蒲兴龙 何天虎 朱前坤 《振动工程学报》 北大核心 2025年第2期310-320,共11页
人群荷载的高阶谐波可能会引起高频楼盖动力响应的增大,导致舒适度或安全问题。本文旨在分析室内物品的不同布局形式对高频楼盖人致振动的影响。结合社会力模型(SFM)和行人荷载模型,建立了高频楼盖随机荷载模型;在考虑行人-结构相互作用... 人群荷载的高阶谐波可能会引起高频楼盖动力响应的增大,导致舒适度或安全问题。本文旨在分析室内物品的不同布局形式对高频楼盖人致振动的影响。结合社会力模型(SFM)和行人荷载模型,建立了高频楼盖随机荷载模型;在考虑行人-结构相互作用(HSI)的基础上,建立了高频楼盖人致振动计算模型;采用基频为10.35 Hz的高频楼盖进行测试,验证了计算模型应用于不同布局形式时的合理性;采用人致振动全域评估方法对不同布局形式的楼盖在人群随机行走下的舒适度进行了评估,并给出了概率结果。结果显示,对于高频楼盖人致振动问题需要考虑楼盖高阶振型的影响。5人随机行走工况下,在考虑HSI后,不同布局形式的楼盖动力响应有所减小,加速度峰值最大减小13.33%,出现舒适度问题的概率值最大减小12%。并且楼盖的舒适度会因室内布局形式的不同呈现不同的结果,研讨室布局的楼盖出现舒适度问题的概率最大,公共教室次之,会议室概率最小。 展开更多
关键词 人致振动舒适度 高频楼盖 物品布局形式 人群随机荷载模型 行人-结构相互作用 全域评估方法
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