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    Site response problem are a kind of important problems in earthquakeengineering.
    场地反应问题是地震时地震工程学中的一类重要的波动问题。
    Impulsive components of two typical near-field seismic wave records are analysed using this method and their dynamic and earthquake engineering significances are also studied.
    采用移动富氏谱分析方法分析了两条典型近场地震波的脉冲成分及动力学和地震工程学意义。
    A SELECTIVE REVIEW ON THE ELEMENTARY THEORY OF EARTHQUAKE ENGINEERING
    地震工程学基础理论研究的若干进展(1)
    A SELECTIVE REVIEW ON THE ELEMENTARY THEORY OF EARTHQUAKE ENGINEERING
    地震工程学基础理论研究的若干进展(续)
    CURRENT SITUATION AND DEVELOPING TENDENCY OF EARTHQUAKE ENGINEERING
    地震工程学的研究现状和发展趋势
    The structural earthquake response observation is the foundation of theearthquake engineering. The structural response and damage process underearthquake excitation are mainly be understood by this kind of observation. Theseismic design theories and methods of structures are also be examined by thestructural earthquake response observation.
    结构强震反应观测是地震工程学的基础,是人们了解工程结构在地震作用下的反应及破坏过程、检验现有抗震设计理论与方法的主要手段之一。
    Seismic stability of slope is one of hot problems in geotechnical seismicengineering and earthquake engineering field.
    地震作用下边坡的稳定性问题是当前岩土地震工程和地震工程学研究的热点问题之一。
    Influence of a hill or dike structure on ground motion is always an important problem in earthquake engineering.
    凸起地形或者结构对地震动的影响一直是地震工程学中的重要课题。
    Since 1970's, some earthquake engineers and geotechnists at home and abroad have been carrying on the study and have obtained a series of valuable results.
    自20世纪70年代以来,国内外的地震工程学家和岩土工程学家开始着手这一领域的研究工作,并取得了一系列的有价值的研究成果,这些成果被广泛地应用于工程抗震领域。
    Site response problems are a kind of important problems in earthquakeengineering.
    场地反应问题是地震工程学中的一类重要的波动问题。
    The influence of blasting vibration to the stability of the slope is a extremely complicated question of project geological mechanics of the rock which involves the relevant disciplines such as project geology, rock dynamics, seismology, geophysics, earthquake engineering, project seismology etc.
    爆破震动对边坡稳定性的影响是极其复杂的岩体工程地质力学问题,涉及工程地质、岩石动力学、地震学、地球物理学、地震工程学、工程地震学等相关学科。
    Analysis of the dynamic elastoplastic response of soil layer is one of significant subjects in the fields of soil dynamics and engineering seismology.
    土层弹塑性动力反应分析是土动力学和地震工程学中重要的研究课题之一。
    It is a significantquestion for discussion in Earthquake Engineering to estimate the amplificationquantificationally on sorts of specific field.
    对各类特殊场地的影响进行定量估计是地震工程学中的一个非常有意义的研究课题。
    Site response problem is one of the most important subjects inearthquake engineering.
    场地反应问题是地震工程学中的一类重要的波动问题。
    With the development of economic and social, the security and practicability of architecture anti-seismic design is required much rigorous, especially, the industry to the high accuracy technological development, uses traditional the project earthquake resistance design method sometimes not to be able to meet the project actual need.
    随着经济和社会的发展,对建筑抗震设计的安全性和实用性提出了更为严格的要求,特别是工业向高精度技术发展,采用传统的工程抗震设计方法有时不能适应工程实际的需要。 为此,各国的地震工程学家开展了隔震、减震的理论研究和工程实践,并取得了迅速的发展。
 

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