引文
1朱凤梧,张小达,金枸叔.GJB1027A-2005运载器、上面级和航天器试验要求.国防科学技术工业委员会.2006.23-30
2刘旭华.结构动力可靠性研究:[博士论文].哈尔滨:工程大学固体力学院,2006.1-10
3Anderson A,Bair J,Bell D.MIL-STD-810F-2000Test method standard for environmental engineering consid-erations and laboratory tests.The US Department of Defense.2000.320-324
4杨宝宁.随机振动条件下设计载荷的确定.航天器工程,2006,5:89-96
5Chung Y T,Krebs D J,Peebles J H.Estimation of pay-load random vibration loads for proper structure design.AIAA,2001-1667.1-19
6Miles J W.On structural fatigue under random loading.J.Acoust.Soc.Am.,1957,29:176-176
7Frerbee R C,Jones J H.Comparison of miles relation-ship to the true mean square value of response for a single degree of freedom system.NASA,19910073736.1-18
8Suryanarayan S,Murali M R K.Improved estimation of random vibration loads in launch vehicles.AIAA,1993-1092.1-29
9李兴超.航天器结构随机振动响应等效为准静态载荷的方法研究:[硕士论文].哈尔滨:哈尔滨工程大学固体力学院,2008.1-20
10Jaap W.Random vibrations in spacecraft structures de-sign.USA:Springer,2009.162-163
11伍定一.有效质量法确定合理振型数的探讨.山西建筑,2007,6:34-40
12陈奎孚.半功率点法估计阻尼比的误差分析.机械强度,2002,8:45-50
13Leung K,Foist B L.Prediction of acoustically induced random vibration loads for shuttle payloads.AIAA,1995-1200.1-22
14Chung Y T,Foist B L.Prediction of payload random vi-bration loads.In:13th International Modal Analysis Con-ference,2004.56-78
15邹元杰.基础激励和声激励下的设计载荷估算方法.结构动力学会议,哈尔滨,2009
16Lee H M.Testing for random limit load versus static limit load.NASA,19970028919.1-41
17Wada B K.Historical overview of structural modeling,de-sign loads and testing of spacecraft.AIAA,2000-25766.1-25
18Kang B S,Choi W S,Park G J.Structural optimization under equivalent static loads transformed from dynamic loads based on displacement.AIAA,1999-1259.12-59
19Choi W S,Park G J.Structural optimization using equiv-alent static loads transformed from dynamic loads at all time intervals.Computer Methods in Applied Mechanics and Engineering,2002,191:191-213
20朱学旺,刘青林.多点不相关随机振动载荷的动力学等效模拟.电子产品可靠性与环境试验,2007,5:25-41
21Kang B S,Shyy Y K.Design of flexible bodies in multi-body dynamics systems using equivalent static load method.AIAA,2008-1708.67-86
22Park G J.Nonlinear dynamics response structural opti-mization of a joined-wing using equivalent static loads.AD,2008A487090.1-32
23Nicholas S G.Structural optimization of joined-wing beam model with bendtwist coupling using ESL.AD,200A502107.1-43
24赵礼辉.ESL法在汽车结构优化设计中的应用:[硕士论文],上海:交通大学车辆工程院,2009.1-10
25Lee J J,Jung U J.A preliminary study on the optimal per-form design in the forging process using equivalent static loads.AIAA,2010-9046.1-43
26肖燕武.地震反应谱的局限性及最新发展.水利与建筑工程学报,2010,12:45-54
27Kiureghian A D.A response spectrum method for random vibration analysis of MDF systems.Earthquake Engineer-ing and Structural Dynamics,1981,9:187-194
28刘庆林.传统反应谱CQC法研究与进展:[博士论文].杭州:浙江大学建筑工程学院,2007.11-25
29徐欣国.桥梁抗震性能分析与评价方法初步研究,重庆:重庆交通学院结构工程,2005.1-126
30杨志勇.弹性与弹塑性动力时程分析方法中若干问题探讨:[硕士论文].北京:中国建筑科学研究院结构所,2009.15-30
31林家浩.线性随机结构的平稳随机响应.计算力学学报,2001,18(4):65-73
32戴新进.复合材料结构随机振动的虚拟激励法及在航空航天领域的应用:[博士论文].大连:大连理工大学工程力学,2007
33Hampton R W.MSC NASTRAN stress analysis of com-plete models subjected to random and quasi-static loads.NASA,2000209585.1-19
34Bendat J S,Piersol A G.Random Data:Analysis and Measurement Procedures.New Jersey:Wiley-NY,2000.318-326
35Wirshing P H,Paez T L,Ortiz H.Random Vibrations:Theory and Applications.New Jersey:Wiley-NY,1995.219-231
36Hunt F V.Stress and strain limits on the attainable ve-locity in mechanical vibration.J.Acoust.Soc.Amer.,1960,9(32):1123-1128
37Ungar E E.Maximum stresses in beams and plates vi-brating at resonance.Trans.ASME,J.Engrg Ind.,1962,1(82B):149-155
38Crandall S H.Relation between strain and velocity in res-onant vibration.J.Acoust.Soc.Amer.,1962,12(34):1960-1961
39Harry H,Kern D L,Piersol A G.HDBK-7005dynamic environmental criteria.NASA,2001.1-302
40Segalman D J.An efficient method for calculating RMS von Mises stress in a random vibration environment.SANDIA,1998,4:98-103
41Segalman D.Estimating the probability distribution of von Mises stress for structures undergoing random excita-tion.Journal of Vibration and Acoustics,2000,1(122):84-91
42Reese G M.A tutorial on design analysis for random vi-bration.DE,2000-28753406.1-32
43Quaranta G,Mantegazza P.Randomly excited structures reliability by means of the von Mises stress response.DOD,1994:1-34
44Elishakoff I.Stochasticity and safety factors:part1.ran-dom actual stress and deterministic yield stress.Chaos Solitons&Fractals2005,4:344-356
45de Fuente E.von Mises stresses in random vibration of lin-ear structures.Computers and Structures,2009,7:1253-1262
46廖海涛.噪声载荷作用下航空薄壁壳体的随机振动响应:[硕士论文].沈阳:沈阳航空工业学院,2007.21-30
47李德葆.应变模态分析和曲率模态分析.见:第15届全国振动与噪声控制高技术及应用会议,北京,2001