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初探抗震设计在房屋建筑结构设计中的应用
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作者 牟红英 《中文科技期刊数据库(全文版)工程技术》 2022年第4期24-27,共4页
本文从房屋抗震需求越来越大的背景入手,对于我国房屋建筑抗震设计中的结构选型与平立面体型设计进行分析与研究。由于现阶段房屋建筑施工中对于抗震设计的关注度还很不足,房屋建筑的建材选择、结构布置等不具备应有的抗震性能、平面刚... 本文从房屋抗震需求越来越大的背景入手,对于我国房屋建筑抗震设计中的结构选型与平立面体型设计进行分析与研究。由于现阶段房屋建筑施工中对于抗震设计的关注度还很不足,房屋建筑的建材选择、结构布置等不具备应有的抗震性能、平面刚度,施工稳定和安全未能得到完善的保障。为了在房屋建筑施工中不断满足更高的标准和要求,必须更加重视抗震设计应用的过程,更加重视建筑结构形式的选择,本文首先简述了提升房屋建筑抗震设计的重要性,同时分析了现阶段我国房屋建筑建材选择、结构布置等设计工作中存在的问题,进一步探究了提升我国房屋建筑抗震设计方案的高效性和质量的策略。 展开更多
关键词 材料选取 房屋建筑 抗震设计应用 技术提升
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Effects of site conditions on earthquake ground motion and their applications in seismic design in loess region 被引量:8
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作者 WANG Lan-min WU Zhi-jian XIA Kun 《Journal of Mountain Science》 SCIE CSCD 2017年第6期1185-1193,共9页
The Loess Plateau is an earthquake prone region of China, where the effects of loess deposit on ground motion were discovered during the 2008 Wenchuan earthquake(Ms8.0) and the 2013 Minxian-Zhangxian earthquake(Ms6.6)... The Loess Plateau is an earthquake prone region of China, where the effects of loess deposit on ground motion were discovered during the 2008 Wenchuan earthquake(Ms8.0) and the 2013 Minxian-Zhangxian earthquake(Ms6.6). The field investigations, observations, and analyses indicated that large number of casualties and tremendous economic losses were caused not only by collapse and damage of houses with poor seismic performance, landslides, but also amplification effects of site conditions, topography and thickness of loess deposit, on ground motion. In this paper, we chose Dazhai Village and Majiagou Village as the typical loess site affected by the two earthquakes for intensity evaluation, borehole exploration, temporary strong motion array, micro tremor survey, and numerical analysis. The aim is to explore the relations between amplification factors and site conditions in terms of topography and thickness of loess deposit. We also developed site amplification factors of ground motion for engineering design consideration at loess sites. The results showed that the amplification effects are more predominant with increase in thickness of loess deposit and slope height. The amplification mayincrease seismic intensity by 1 degree, PGA and predominant period by 2 times, respectively. 展开更多
关键词 Loessial site Field investigation Ground motion observation Micro tremor observation Loess topography Loess thickness Site effects Seismic design
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Application Study on Synthesis Method of Earthquake Motion
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作者 Kahori Iiyama Fumio Sasaki +4 位作者 Masahiko Nakamura Akira Tanabe Tetsuo Tamaoki Wataru Mizumachi Michio Yamada 《Journal of Mechanics Engineering and Automation》 2011年第3期181-190,共10页
For seismic design of structure and machinery, it is important to reproduce input earthquake motions that are likely to occur at a target site. Among the various methods used for generating artificial earthquake motio... For seismic design of structure and machinery, it is important to reproduce input earthquake motions that are likely to occur at a target site. Among the various methods used for generating artificial earthquake motions, the Synthesis Method of Trigonometric Function is used widely. In this method, artificial waves are reproduced by superimposing sine waves and then adding information about amplitude and phase in the frequency domain. In the Japanese architectural design code, the amplitude is standardized as the target response spectrum, and the phase can be defined by random numbers or by the phase of one observed wave. However, a random phase is distinctly different from the phase of an actual earthquake. Further, the phase of one observed wave is confined to the phase characteristic of the artificial wave of only one specific earthquake motion. In this paper, the authors introduce a new convenient method to reproduce artificial waves that not only satisfy the standardized spectrum property but also have the time-frequency characteristics of multiple observed waves. The authors show the feature of the artificial waves, discuss the merits of the method by comparing with existing methods, and report the tendencies of the non-liuear response by using simple model. 展开更多
关键词 Artificial earthquake motion wavelet transform time-frequency characteristics non-stationarity.
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