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151.
This paper presents a new procedure to transform an SSI system into an equivalent SDOF system using twice equivalence. A pushover analysis procedure based on the capacity spectrum method for buildings with SSI effects (PASSI) is then established based on the equivalent SDOF system, and the modified response spectrum and equivalent capacity spectrum are obtained. Furthermore, the approximate formulas to obtain the dynamic stiffness of foundations are suggested. Three steel buildings with different story heights (3, 9 and 20) including SSI effects are analyzed under two far-field and two near-field historical records and an artificial seismic time history using the two PASSI procedures and the nonlinear response history analysis (NLhRHA) method. The results are compared and discussed. Finally, combined with seismic design response spectrum, the nonlinear seismic response of a 9-story building with SSI effects is analyzed using the PASSI procedures, and its seismic performance is evaluated according to the Chinese 'Code for Seismic Design of Buildings. The feasibility of the proposed procedure is verified. 相似文献
152.
试论中国城市化发展模式 总被引:2,自引:0,他引:2
结合城市化的新观念,提出了中国城市化发展新理论模式--中国城乡网络化发展模式.城乡网络化发展模式建立在区域综合协调发展基础之上,指的是在一定区域范围内城乡之间各种经济活动主体构成一个有序化的关联系统及其运行过程,并通过这个过程获得一种特有的网络组织功能效应.同时,还在此理论基础上针对我国东部、中部、西部地区各自的现实条件,分别对其实施城乡网络化发展进行了初步构想. 相似文献
153.
154.
地方嵌入对在华外资企业出口市场多元化的影响 总被引:3,自引:0,他引:3
外资企业通过直接出口和间接溢出效应对中国出口增长做出了巨大贡献.现有文献大多基于外资企业知识溢出研究其对本地出口和创新等方面的促进作用,较少关注外资企业自身的贸易活动.利用2000-2016年中国海关贸易数据库,在全球-地方互动视角下,搭建本地、目的国(地区)和本地-目的国(地区)联系三维度框架,重点关注外资企业地方嵌... 相似文献
155.
Ioanna Diamantoulaki Demos C. Angelides George D. Manolis 《Applied Ocean Research》2008,30(4):243-255
The overall performance of pile-restrained flexible floating breakwaters is investigated under the action of linear monochromatic incident waves in the frequency domain. The aforementioned floating breakwaters undergo only vertical structural deflections along their length and are held in place by means of vertical piles. The total number of degrees of freedom equals the six conventional body modes, when the breakwater moves as a rigid body, plus the extra bending modes. These bending modes are introduced to represent the structural deflections of the floating breakwater and are described by the Bernoulli–Euler flexible beam equation. The number of bending modes introduced is determined through an appropriate iterative procedure. The hydrostatic coefficients corresponding to the bending modes are also derived. The numerical analysis of the flexible floating breakwaters is based on a three-dimensional hydrodynamic formulation of the floating body. A parametric study is carried out for a wide range of structural stiffness parameters and wave headings, to investigate their effect on the performance of flexible floating breakwaters. Moreover, this performance is compared with that of the corresponding pile-restrained rigid floating breakwater. Results indicated that the degree of structural stiffness and the wave heading strongly affect the performance of flexible floating breakwaters. The existence of an “optimum” value of structural stiffness is demonstrated for the entire wave frequency range. 相似文献
156.
157.
海南新村港潮汐汊道波流联合作用下的动力特征及其沉积动力学意义 总被引:5,自引:0,他引:5
基于ADCIRC与STWAVE模型,对海南新村港潮汐汊道的波浪-潮流联合作用进行了数值模拟,结果表明,S、SE向的平均浪与风暴浪在汊道近岸以产生西向沿岸流为主,SSW向平均浪与风暴浪作用时,在落潮主水道西侧形成东向沿岸流与西向沿岸流的交汇带。风暴浪作用下波生流与潮流的相互作用使瞬时流场与余流场均发生相应的变化。在平均浪作用时,汊道附近流速变化很小,而在风暴浪作用时流速增大,汊道内的涨、落潮流速不对称更为显著。在落潮主水道两侧由于波流联合作用产生涡漩,使动力减弱,从而造成泥沙落淤,而西向沿岸流的存在,使落潮主水道南侧边缘沙坝持续西移,泥沙沿落潮三角洲末端与冲流坝转运,导致新村港汊道口门西侧发育了规模较大的堆积地貌。 相似文献
158.
Boron resources are abundant in Da Qaidam salt lake of Qaidamu Basin. It has been given great attention for the polyborate species present in brine. In this study, the Raman spectroscopy was applied to investigate the existing-form of boron in brine during evaporation. The prepared solutions of MgO·2B2O3-H2O, MgO·2B2O3-MgCl2 -H2O, and MgO·2B2O3-MgSO4-H2O was also evaporated and recorded to study the influence of boron concentration, pH, and electrolytes on the borate speciation in brine. The mononborates of B(OH)3 and B(OH)4- were found to be the only forms present in the original salt lake brine. Brine evaporation promotes the formation of polyborate anions B3O3(OH)4-, B5O6(OH)4-, and B6O7(OH)62- and also disappearance of the B(OH)4- ion in brine with boron concentration of more than 11 g/L in B2O3. The pentaborate ion of B5O6(OH)4- was sensitive to the solution pH and found to be appeared under the pH value of 8.0. While the hexaborate ion of B6O7(OH)62- was observed more dependent on the electrolyte of magnesium chloride due to its special properties, such as promoting boron accumulation, lowering solution pH, and also the strong af?nity for water molecules, which is beneficial to the polymerization of borate ions in brine. The interaction mechanisms among polyborate anions during evaporation had also been proposed. 相似文献
159.
GDELT数据网络化挖掘与国际关系分析 总被引:2,自引:0,他引:2
21世纪以来的国际关系错综复杂、瞬息万变,给世界的经济、安全、外交等带来了深刻变化。这些变化对中国的内外政策产生了重大影响。全面及时地分析国际关系及其变化特征,对于中国的经济和外交发展规划具有重要参考价值。国际关系研究具有复杂性、及时性、时空性等特点,迫切需要时空大数据分析技术为其提供新的思路和技术手段。大众媒体如报纸、广播等记录着世界上发生的各种各样的事件,蕴含着丰富的信息,相对于记录个人活动的社交媒体数据,其更加适合于对人类社会进行大规模和长时间的分析。GDELT是一个免费开放的新闻数据库,它实时监测世界上印刷、广播、网络媒体中的新闻,对其进行文本分析并提取出人物、地点、组织和事件等关键信息。本文利用复杂网络的理论和方法对GDELT进行网络化挖掘并进一步分析国家关系。首先利用该数据构建国家交互网络,然后通过网络特征统计分析国家之间的交互关系,最后探测国家冲突事件交互网络的时序变化。研究发现:① 国家交互网络具有无标度特性,网络连接在整体和局部上都呈现出不均匀性,少数国家与其他国家有大量交互,大多数国家与其他国家的交互很少;一个国家与少数国家有大量交互,而与大多数国家的交互很少。② 国家冲突事件交互网络的突然变化往往对应一些重大事件。本文的研究可以为大数据时代的国际关系探索提供一个新的视角,同时也为新闻媒体数据的分析提供参考。 相似文献
160.
The objective of this work is to study the uncertainties involved in the modelling of the soil-pile interaction concerning their influence on the prediction of the dynamic structural response of monopile offshore wind turbine support structures. Two main issues are identified and addressed: the adequacy of the method used to deal with the soil-pile interactions and the adequacy of the soil properties reflecting the behaviour of the soil. The present study develops an approach that defines the penetrated pile length depending on the soil profile. Also, a parameter is defined to avoid the excessive usage of steel for the penetrated pile structure. The uncertainties are included in the probabilistic free vibration analysis and the contribution of each random variable to the scatter of the response is estimated by performing a sensitivity analysis. The results indicate that the uncertainty involved in the modelling of the soil profile has a significant effect on the coefficient of variance of the natural frequency, which is a serious issue to be considered in the fatigue life assessment of offshore wind turbine support structures. 相似文献