不同跨高比对多层钢框架内填混凝土深梁结构抗震性能影响          下载免费PDF全文

袁晓洒    张力    刘方    贾腾飞  贾星亮   《世界地震工程》2021,(1):034-40

为了研究不同跨高比多层钢框架内填混凝土深梁结构的抗震性能,在钢框架内填混凝土深梁滞回性能试验的基础上,利用ABAQUS对六层纯钢框架（结构一）、钢框架内填跨高比为2混凝土深梁结构（结构二）和钢框架内填跨高比为0.75混凝土深梁结构（结构三）进行弹塑性时程分析。结果表明:内填混凝土深梁使结构整体刚度明显增大;在地震波的作用下,结构二的最大顶点位移降低可达58.3%,结构三的最大顶点位移降低可达89.3%,内填混凝土深梁,结构的抗侧移性能得到了极大改善,且随着深梁跨高比的减小而大幅度提升;结构二滞回曲线饱满,呈现纺锤形,混凝土深梁充分起到了第一道防线作用。经济合理的钢框架内填混凝土深梁结构具有一定的工程应用价值。  相似文献   

黑色页岩风化过程中元素的活动性及参照系的选取初探--以湖南省麻田、桃花江剖面为例   总被引：4，自引：0，他引：4  

宋照亮  彭渤  刘丛强 《地质科技情报》2004,23(3):25-29

系统考察了湖南省麻田和桃花江两个不同发育程度的下寒武统黑色页岩风化剖面,并提出了元素在理想剖面中的分布模式(概念模型);通过对比分析这两个剖面中元素的分布特征与理想分布模式的关系,并结合元素相关性研究、等质量图解的判别分析、微量元素的赋存状态及地球化学性质的探讨,认为在黑色页岩风化过程中,Ti为不活动元素,可作为参照系来计算其它元素的相对迁移性,Nb、Ta的活动性较小,Zr与Hf之间存在着共迁移现象;研究表明化学风化程度是影响元素活动性的重要因素.  相似文献   

城市空间框架数据研究   总被引：6，自引：0，他引：6  

罗志清  郝力  李琦 《地理与地理信息科学》2004,20(4):15-18

该文基于地理空间概念和地理信息数字化表达与共享的特点,探讨了框架数据的作用、确定原则,推导出城市空间框架数据体系,即建立城市直接空间参照体系和间接空间参照体系。后者中,基于地块的多尺度无缝不规则网格是整合城市社会经济数据的关键,也是当前城市空间数据基础设施框架数据体系建设中的薄弱环节。  相似文献   

台风风暴潮情景构建与时空推演     

饶文利  罗年学 《地球信息科学学报》2020,22(2):187-197

因台风风暴潮的突发性、情景演变时间的连续性和路径的不确定性,导致应急决策者在应急救援中难以做出正确决策,针对这一现状,将“情景—应对”应用在台风风暴潮应急决策中。本文在分析台风风暴潮情景、情景要素的概念模型基础上,首先通过资料搜集、属性识别等方法提取关键情景要素,采用框架表示法构建情景;然后分析台风风暴潮情景演变规律及演变路径;其次通过动态贝叶斯网络法构建台风风暴潮动态情景网络;最后利用先验概率与条件概率计算情景状态概率,实现了台风风暴潮的关键情景推演。本文以2018年9月16日11时至17时山竹台风对广东省沿海城市影响为例,演示了台风风暴潮的情景推演流程及关键技术。实证分析结果表明,溃堤、海水倒灌、洪水、滑坡发生的概率分别为85%、81%、74%、54%,验证了情景推演在风暴潮中应用的合理性。  相似文献   

地图符号的认知语义分析与动态生成   总被引：1，自引：0，他引：1  

田江鹏  游雄  贾奋励  夏青 《测绘学报》2017,46(7):928-938

面向位置服务背景下地图符号按需和动态表达的需求,提出了一种基于认知语义分析的地图符号结构化描述模型,以及建立在此基础上的地图符号动态生成方法。结构化描述模型立足"现实—认知—符号"的认知语义原理,以地图符号语素为基本单元、以语义结构为描述框架,侧重描写符号图形和语义之间的关联映射机制。动态生成方法的核心是一种规则控制语素组合构造符号的上下文无关文法模型,通过对图形语素、形态结构语素以及符号生成规则系统进行建模,重构了地图符号动态生成的文法编译器。以个性化导航路径符号为例,通过面向不同情境和语义结构的符号动态生成试验,验证了本文方法的可行性。本文研究将有助于进一步理解地图符号的认知和结构原理,并促进相关行业和应用领域地图符号化的按需和动态表达的水平。  相似文献   

国外教育地理研究回顾与借鉴   总被引：2，自引：0，他引：2  

杨颖  孙亚玲  孙俊 《世界地理研究》2016,(4):144-155

教育地理研究作为地理学和教育学的交叉研究出现于20世纪中叶,早期教育地理研究主要是借助地理学的视角和工具解决教育的空间问题,包括教育规划、教育土地利用、学校选择以及与居住地相关的教育机会和结果差异等;1990年代以来的教育地理研究注重从社会空间的角度来解析教育,关注教育与社会、经济、政治和文化等的内在联系,并建立起了以尺度为框架的研究体系。在最初的研究中,教育空间被当作既定的客观空间;1990年代以来,受社会科学空间转向的影响,教育空间被看成是与经济、社会、文化、政治等相互塑造的空间。当前,教育地理研究已经建立起了知识体系和研究框架,研究尺度包括微观(学习者、学习空间、学校与社区等)、中观(区域、国家等)和宏观(国际)的空间尺度研究,教育地理的研究范围得到扩展。国内教育地理研究可以从不同尺度上加强空间的研究以及空间之间的联系讨论,扩展非正式教育这一广阔的领域,加强教育公平的社会空间解释。  相似文献   

Logics for geographic information     

Oliver Lemon  Ian Pratt 《Journal of Geographical Systems》1999,1(1):75-90

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Seismic vulnerability of reinforced concrete buildings with discontinuity in columns     

Payal Gwalani  Yogendra Singh  Humberto Varum 《地震工程与结构动力学》2023,52(1):204-225

Irregular reinforced concrete (RC) buildings constitute a significant portion of the existing housing stock. A common type of irregularity is in the form of discontinuity in the vertical framing elements, which can exacerbate their seismic vulnerability. The design guidelines available in seismic design codes essentially cater to only regular buildings, and the safety of such buildings, even when the other guidelines of the codes are followed, is doubtful. This article evaluates the vulnerability of RC frame buildings with discontinuity in columns designed for modern seismic codes, in the form of seismic collapse capacity, collapse resistance against maximum earthquake demand level, and failure mechanism. The adequacy and limitations of the provisions of the seismic design codes are evaluated for such buildings. Analysis results show that the sequential analysis of buildings considering the construction staged effects, considerably affects the design and hence the collapse failure mechanism of even low- and mid-rise buildings. The results also underline the importance of strong column–weak beam design in the seismic performance of the floating column buildings. The vertical component of ground motion is also observed to be relatively more crucial in floating column buildings.  相似文献   

Replaceable links with direct brace attachments for eccentrically braced frames          下载免费PDF全文

Mehmet Bakır Bozkurt  Cem Topkaya 《地震工程与结构动力学》2017,46(13):2121-2139

This paper reports findings of an experimental study conducted on replaceable links for steel eccentrically braced frames (EBFs). A replaceable link detail which is based on splicing the directly connected braces and the beam outside the link is proposed. This detail eliminates the need to use hydraulic jacks and flame cutting operations for replacement purposes. Performance of this proposed replaceable link was studied by conducting eight nearly full‐scale EBF tests under quasi‐static cyclic loading. The link length ratio, stiffening of the link, loading protocol, connection type, bolt pretension, gap size of splice connections, and demand‐to‐capacity ratios of members were considered as the prime variables. The specimens primarily showed two types of failure modes: link web fracture and fracture of the flange at the link‐to‐brace connection. No failures were observed at the splice connections indicating that the proposed replaceable link detail provides an excellent response. The inelastic rotation capacity provided by the replaceable links satisfied the requirements of the AISC Seismic Provisions for Structural Steel Buildings (AISC341–10). The overstrength factor of the links exceeded 2.0, which is larger than the value assumed for EBF links by design provisions. The high level of overstrength resulted in brace buckling in one of the specimens demonstrating the importance of overstrength factor used for EBF links. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

Boundary frame contribution in coupled and uncoupled steel plate shear walls          下载免费PDF全文

Meng Wang  Daniel J. Borello  Larry A. Fahnestock 《地震工程与结构动力学》2017,46(14):2355-2380

The steel plate shear wall (SPSW) system is a robust option for earthquake resistance due to the strength, stiffness, ductility and energy dissipation that it provides. Although thin infill plates are efficient for resisting lateral loads, boundary frames that are proportioned based on capacity design requirements add significant structural weight that appears to be one of the factors limiting the use of the system in practice. An alternate configuration, the SPSW with coupling (SPSW‐WC), was explored recently as an option for increasing architectural flexibility while also improving overall system economy and seismic performance. The SPSW‐WC, which extensively employs flexural boundary frame contribution, has shown promise in analytical, numerical and experimental studies, but recent research on uncoupled SPSWs suggests that boundary frame contribution should not be considered for carrying seismic design shear. As a result, in the present study, boundary frame contribution in SPSWs was explored with detailed three‐dimensional finite element models, which were validated against large‐scale SPSW‐WC tests. Six‐story systems were considered, and the study matrix included single and double uncoupled SPSWs along with coupled SPSWs that had various degrees of coupling. Variations in design methodology were also explored. The modeling framework was employed to conduct static monotonic and cyclic pushover analyses and dynamic response history analysis. These analyses demonstrate the beneficial effect of coupling in SPSWs and illustrate the need to consider boundary frame contribution in design of coupled SPSWs. In addition, sharing design shear between the infill plate and the boundary frame is more generally shown to not be detrimental if this sharing is done in the design stage based on elastic analysis and the resulting boundary frame provides adequate secondary strength and stiffness following infill plate yielding. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献