引文
[1]GB50040—96,动力机器基础设计规范[S].GB50040—96,Cod for design of dynamic machine foundation[S].
[2]GB/T50269—97,地基动力特性测试规范[S].GB/T50296—97,Cod for measurement method of dynamic properties of subsoil[S].
[3]王锡康.动力机器基础振动学科在我国的发展及需研究的若干问题[J].工业建筑,2007,37(6):83-90.WANG Xi-kang.Development of discipline for vibration of machinery foundation in China and some problems being studied[J].Industrial Construction,2007,37(6):83-90.
[4]徐建.动力机器基础设计理论研究发展建议[C]//叶燎原.第三届全国建筑振动学术会议论文集.昆明:云南科技出版社,2000:1-5.XU Jian.The development suggestions of machine foundation design theory[C]//YE Liao-yuan.Proceedings of the Third Nationwide Conference on Architectural Vibration.Kunming:Yunnan Scientific and Technical Press,2000:1-5.
[5]严人觉,王贻荪,韩清宇.动力基础半空间理论概论[M].北京:中国建筑工业出版社,1981.YAN Ren-jue,WANG Yi-sun,HAN Qing-yu.Half-space theory introduction of dynamic foundation[M].Beijing:China Architecture and Building Press,1981.
[6]王四根.刚性动力荷载作用下地基动力反应的若干问题[J].岩土力学,2003,24(2):202-208.WANG Si-gen.Several problems about dynamic response of ground under rigid dynamic loading[J].Rock and Soil Mechanics,2003,24(2):202-208.
[7]Wolf J P,Paronesso A.Lumped-parameter model for foundation on layer[C]//Proceedings of the International Conference on Soil Mechanics and Foundation Engineering.Balkema,1991:287-290.
[8]侯兴民,廖振鹏,丁海平.基础动力刚度的精确数值解及集中参数模型[J].地震工程与工程振动,2001,21(4):24-28.HOU Xing-min,LIAO Zhen-peng,DING Hai-ping.Exact numerical solution of foundation dynamic stiffness and its lumped parameter model[J].Earthquake Engineering and Engineering Vibration,2001,21(4):24-28.
[9]Gazetas.Formulas and charts for impedances of surface and embedded foundations[J].J Geotech Engrg,ASCE,1991,117(9):1363-1381.
[10]侯兴民,廖振鹏.表面矩形基础抗函数的集中参数模型[J].地震工程与工程振动,1999,19(4):6-12.HOU Xing-min,LIAO Zhen-peng.Lumped-parameter models impedance matrix of rigid rectangular foundations of the half-space[J].Earthquake Engineering and Engineering Vibration,1999,19(4):6-12.
[11]陈炯.动力基础的竖向振动分析[J].土木工程学报,2002,35(4):70-76.CHEN Jiong.The vertical vibration of dynamically loaded foundation[J].China Civil Engineering Journal,2002,35(4):70-76.
[12]蒋东旗,谢定义.动力机器基础设计的数值方法研究[J].土木工程学报,2002,35(1):74-78.JIANG Dong-qi,XIE Ding-yi.Numerical simulation method for foundation design of dynamic machine[J].China Civil Engineering Journal,2002,35(1):74-78.
[13]刘志久,尚守平,徐建,等.任意形状埋置基础的竖向复合集总参数模型[J].中南大学学报:自然科学版,2007,38(1):170-174.LIU Zhi-jiu,SHANG Shou-ping,XU Jian,et al.Vertical composite lumped parameter model of arbitrarily shaped embedded foundations[J].Journal of Central South University:Science and Technology,2007,38(1):170-174.
[14]刘志久,尚守平,徐建,等.任意形状基础滑移振动复合集总参数模型[J].工程力学,2007,24(12):72-75.LIU Zhi-jiu,SHANG Shou-ping,XU Jian,et al.Sliding composite lumped parameter model of arbitrarily shaped foundations[J].Engineering Mechanics,2007,24(12):72-75.
[15]Baidya D K,Rathi A.Dynamic response of footing on a sand layer of thickness[J].J Geotech Geoenviron Engrg,ASCE,2004,130(6):651-655.
[16]刘习军,贾启芬,张文德.工程振动与测试技术[M].天津:天津大学出版社,1999.LIU Xi-jun,JIA Qi-fen,ZHANG Wen-de.Engineering vibration and testing technology[M].Tianjing:Tianjing Univisity Press,1999.
[17]刘纯康.机器基础振动分析和现状[C]//中国工程建设标准化协会.第二届全国建筑振动学术会议论文集.北京:中国建筑工业出版社,1997:1-6.LIU Chun-kang.The existing situation and analysis of machine foundation vibration[C]//China Association for Engineering Construction Standardization.Proceedings of the Second Nationwide Conference on Architectural Vibration.Beijing:China Architecture and Building Press,1997:1-6.
[18]Tassoulas J L,Eduardo K.On the effect of the rigid sidewall on the dynamic stiffness of embedded circular footings[J].Earthquake Engineering and Structural Dynamics,1983,11(3):403-414.