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161.
回顾了体系地震动力分析的历史过程,并对地震动力分析的传统理论方法、近似方法和现代计算技术从新的角度加以阐述,同时给出体系地震动力分析的应用前景,以促进经典的传统理论方法、近似方法和现代计算技术的综合和在实际工程中的应用,形成系统而完整的地震动力分析体系。 相似文献
162.
There are many reports that cells (protoplasts) separated from the thallus of Porphyra by enzyme can develop to normal leafy thalli in the same way as monopores. But there are few investigations on the subcellular structure of the isolated vegetative cell for ccmparison with the subcellular structure of monospores. To clarify whether the separated and cultured cells undergo the same or similar ultrastructure changes during culture and germination as monospores undergo in their formation and germination, we observed their ultrastructure, ccxnpared them with those of the monospore and found that the ultrastructure of separated and cultured cells did not have the characteristic feature as that of monospore formarion, such as production of small and large fibrous vesicles, but was acccxnpanied by vacuolation andstarch mobilization like that in monospore germination. The paper also discusses the relations between monospores and separated and cultured cells. 相似文献
163.
香山绝对点周围的局部地壳变形及其对重力测量结果的影响 总被引:1,自引:0,他引:1
为了监视北京地区的地壳稳定性,北京测绘院对10多个基岩点和北京市区进行了多次沉降观测,结果表明香山点近10多年来高程变化只有几毫米,其重力效应可略而不计,但测点东北和东南方有两个较大的下沉区。用线积分法计算了两个局部沉降的重力效应,在沉降区中心其影响可达0.38μms^-2,但对香山点的重力效应非常小,完全可以忽略。因此得出如下结论:香山点观测到的重力变化不是地壳变形引起的。 相似文献
164.
《地质论评》、《地质学报》是中国地质学会主办的地质科学学术刊物。《地质论评》主要登载各种探讨、争鸣、评述类论文和新技术、新方法论文。《地质学报》反映地质科学各分支学科及边缘学科中最新、最高水平的基础理论研究和基本地质问题研究成果。《地质学报》(中文版)和《地质学报》(英文版)分别独立刊载论文。自2001年起,《地质学报》(中文版)和《地质论评》均改版为大16开(210 mm×297 mm)。《地质论评》和《地质学报(英文版)》为双月刊;2006年起,《地质学报》(中文版)改为月刊。《地质论评》2014年起每期页码增加至236页; 2016年起每期页码为256页。 相似文献
165.
Zheng Liu Xu-Lin Zhao Fang Huang Xiao-Feng Wang Tian-Meng Zhang Jun-Cheng Chen Tong-Jie Zhang 《天文和天体物理学研究(英文版)》2015,(2):225-236
The optical observations of the type Ic supernova(SN Ic) SN 2012 ap in NGC 1729 are presented. A comparison with other SNe Ic indicates that SN 2012 ap is highly reddened(with E(B- V)host~0.8 mag) and may represent one of the most luminous SNe Ic ever observed, with an absolute V-band peak magnitude of ~-19.3±0.5 mag after extinction correction. The near-maximum-light spectrum shows wide spectral features that are typical of broad-lined SNe Ic. One interesting feature in the spectrum is the appearance of some narrow absorption features that can be attributed to the diffuse interstellar bands, consistent with the large reddening inferred from the photometric method. Based on the light curves and the spectral data, we estimate that SN 2012 ap produced a56 Ni mass of ~ 0.3 ± 0.1M in the explosion, with an ejecta mass of 2.4+0.7-0.7M and a kinetic energy of E5K= 1.1+0.4-0.4× 102 erg. The properties of its progenitor are also briefly discussed. 相似文献
166.
Dianqi PAN Zupei ZHANG Diancai PAN Yong CHEN Maosen TAN 《东北亚地学研究》2006,9(2):194-196
The pressure grouting pile of driven tube can improve the load bearing capacity of the single pile from the mechanism of pressure grouting pile of driven tube.On the basis of analyzing the mechanism,the authors designed the machines and tools of pressure grouting,determined the operating manufacture and technology parameter on the pressure grouting secondly.The result shows that the pressure grouting pile of driven tube not only changes the pile type but also reduce the length of the pile and its engineering cost,it enhances the load bearing capacity of single pile an the same time. 相似文献
167.
KONG Desen LUAN Maotian and WANG Weiming School of Civil Engineering Harbin Institute of Technology Harbin P.R.China School of Civil Architectural Engineering Shandong University of Science Technology Qingdao P.R.China Institute of Geotechnical Engineering Dalian University of Technology Dalian P.R.China 《中国海洋大学学报(英文版)》2006,(1)
The study on the earthquake-resistant performance of a pile-soil-structure interaction system is a relatively complicated and primarily important issue in civil engineering practice. In this paper, a computational model and computation procedures for pile-supported structures, which can duly consider the pile-soil interaction effect, are established by the finite element method. Numerical implementation is made in the time domain. A simplified approximation for the seismic response analysis of pile-soil-structure systems is briefly presented. Then a comparative study is performed for an engineering example with numerical results computed respectively by the finite element method and the simplified method. Through comparative analysis, it is shown that the results obtained by the simplified method well agree with those achieved by the finite element method. The numerical results and findings will offer instructive guidelines for earthquake-resistant analysis and design of pile-supported structures. 相似文献
168.
FOREST C.GARNER MARTIN A.STAPANIAN KIRK E.FITZGERALD Lockheed Engineering Sciences Co. E.Flamingo R Las Vegas NV U.S.A. 《地理学报(英文版)》1991,(3)
Multivariate outliers in environmental data sets are often caused by atypical measurement error in a singlevariable.From a quality assurance perspective it is important to identify these variables efficiently so thatcorrective actions may be performed.We demonstrate a procedure for using two multivariate tests toidentify which variable‘caused’each outlier.The procedure is tested with simulated data sets that havethe same correlation structure as selected water chemistry variables from a survey of lakes in the WesternUnited States.The success rates are evaluated for three of the variables for sample sizes of 50 and 100,significance levels of 0.01 and 0.05 and various amounts of mean shift.The procedure works best forhighly correlated variables. 相似文献
169.
LIUDong-sheng SUNYou-hong GAOKe WUXiao-hang 《东北亚地学研究》2004,7(2):196-199
Ground Source Heat Pump technique and its operating principle are described in this paper. Ground heat exchanger is the key technique of ground source heat pump and its pattems are discussed. Software is helpful to design ground heat exchanger. A project of Chinese Ground Source Heat Pump is introduced and its market is more and more extensive. 相似文献
170.