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- Newmark N M. Earthquake Engineering [M ]. 地震工程学[M].;北京:科学出版社
- This system was developed under specifications formulated by a special committee of the Earthquake Engineering Research Institute. 这一系统是按照地震工程研究所一个特别委员会提出的规格建造的。
- Chopra, Anil K.(2001), “Dynamics of Structure Theory and Applications to Earthquake Engineering,” Prentice-Hall. 内政部营建署(2005)，建筑物耐震设计规范及解说，营建杂志社。
- Centrifuge model test is an effective approach to study the issues related to geotechnical earthquake engineering. 摘要离心机模型试验是研究岩土地震工程问题的有效手段。
- Currently, predication of near-fault strong ground motion is one of key problems in earthquake engineering. 摘要近断层地震动的预测是当前地震工程中的一个关键科学问题。
- The antiseismic research of underground structures is very important in earthquake engineering. 摘要地下结构抗震研究是当今地震工程界重要的研究方向。
- Nogami T, Novak M. Soil-pile interaction in vertical vibration[J]. Earthquake Engineering and Structural Dynamics, 1976,4: 277-293. 胡昌斌.;考虑土竖向波动效应时成层土中桩土纵向耦合振动理论[D]
- The evolution of earthquake engineering geology (also called as earthquake geotechnique) in the past 50 years in China is reviewed in this paper. 综述了中国地震工程地质学（亦称为地震岩土工程学）在过去50年中的发展。
- The International Association for Earthquake Engineering(IAEE) was established in February 1963 with its Central Office in Tokyo. 国际地震工程协会（IAEE）成立于1963年2月，总部位于日本东京，主要目标就是促进地震工程领域的专家与工程师之间的国际合作和交流。
- Zhongxian Li, Yantao Li, Jian Wang. Influence of Soil-Structure Dynamic Interaction on Base Isolation. Earthquake Engineering and Engineering Vibration, 23(5): ?-?, October 2003. 李忠献、李延涛、王健.;土－结构动力相互作用对基础隔震的影响
- The failure of rockmass under seismic load is an intercrossing problem of multi-discipline,such as rock mechanics,engineering geology,earthquake engineering and seismology. 研究岩体在地震动力作用下的破坏机制需要结合岩石力学、工程地质、地震工程、地震学等诸多学科。
- R. Sinha &T. Igusa “CQC and SRSS Methods for Non-classically Damped Structures” Earthquake Engineering and Structural Dynamics, Vol. 24, 1995, pp. 615-619. 陈柏恺“考虑基底隔震的设备物动力反应分析”国立台湾大学土木工程学研究所硕士论文，田尧彰教授指导，民国94年6月
- Fishman K L,Mander J B,Richards R,et al.Laboratory study of seismic free-field response of sand[J].Soil Dynamics and Earthquake Engineering,1995,14(1):33 -43. 刘光磊;宋二祥;刘华北;等.;饱和砂土地层中地铁隧道结构动力离心模型试验[J]
- Kim, J.-M., Feng, M.Q., and Shinozuka, M. (2000).“Energy dissipating restrainers for highway bridges,” Soil Dynamics and Earthquake Engineering, Vol. 19, no. 1, pp. 65-69. 卢智宏(2001)，桥梁防落装置耐震行为之研究，硕士论文，国立台湾土木工程学研究所硕士论文。
- A. S. Veletsos &C. E. Ventura “Modal Analysis of Non-classically Damped Linear Systems” Earthquake Engineering and Structural Dynamics, Vol. 14, 1986, pp. 217-243. 赖维正“考虑设备物扭态的动力反应分析”国立台湾大学土木工程学研究所硕士论文，田尧彰教授指导，民国82年6月
- Newmark, N. M. and Hall, W. J. ”Earthquake Spectra and Design.” EERI Monograph Series, Earthquake Engineering Research Institute, 1982, Oakland, California. “结构塑性设计与分析,”张国镇教授编著,国立台湾大学土木工程学研究所,九十一年一月。
- Chung, K. Y. C., And Wong I. H., "Liquefaction Potential of Soils With Plastic Fines," Soil Dynamics And Earthquake Engineering Conference, Southampton, July,(1982). 杨腾芳,"细料在过压密及前期微震作用下对饱和砂性土壤液化潜能之影响",国立台湾大学土木工程研究所硕士论文,(1986
- T. Kobori et al. Seismic Response controlled structure with active variable stiffness[J]. J. of Earthquake Engineering and Structural Dynamics. 1993. 22. 刘季;孙作玉.;结构变阻尼半主动控制[J]
- Taylor, D.P., “Fluid Dampers for Applications of Seismic Energy Dissipation and Seismic Isolation”, Eleventh Word Conference on Earthquake Engineering, No. 798, 1996. 黄伊男,“使用线性黏性阻尼器建筑结构之耐震试验与分析”,国立台湾科技大学营建工程研究所硕士论文,民国九十年六月。
- T. J. Ingham &J. L. Sackman ”Some Methods for The Analysis of Equipment-Structure Interaction” Earthquake Engineering and Structural Dynamics, Vol. 12, 1984, pp. 583-601. 吴宗翰“考虑偏心的设备物动力反应分析”国立台湾大学土木工程学研究所硕士论文，田尧彰教授指导，民国88年6月
