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中烈度高风压地区基础隔震高层建筑响应分析
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作者 张建国 庄佳坤 廖才振 《厦门大学学报(自然科学版)》 CAS CSCD 北大核心 2018年第2期285-290,共6页
针对高层建筑在中烈度地震时减震系数值较大以及在高风压下可能引起其隔震支座受拉等原因导致中烈度高风压地区基础隔震高层建筑的研究较少的问题,以一栋处于初步设计阶段的基础隔震高层建筑为研究对象,详细分析了该高层建筑在达到不同... 针对高层建筑在中烈度地震时减震系数值较大以及在高风压下可能引起其隔震支座受拉等原因导致中烈度高风压地区基础隔震高层建筑的研究较少的问题,以一栋处于初步设计阶段的基础隔震高层建筑为研究对象,详细分析了该高层建筑在达到不同设防水准的地震和不同重现期风荷载的作用下,上部结构以及隔震支座的各种响应和减震效果.结果表明,在中烈度高风压地区,可以设计安全可靠的基础隔震高层建筑,且达到良好的减震效果. 展开更多
关键词 基础隔震 高层建筑 中烈度 高风压 减震系数
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要防止2012年中国再次出现中烈度通胀
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作者 向新民 《当代社科视野》 2011年第12期13-17,12,共6页
前期物价普遍上涨的趋势已开始出现拐点下行,但通胀压力仍然不小。宏观调控不应有"对通胀容忍度提高"的政策措施。已近两年的中烈度通胀使市场期盼2012年低通胀。通胀控制目标应回归国际惯例控制线的3%。
关键词 中烈度通胀 通胀控制目标 定向宽松
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中烈度区小箱梁桥下部结构设计 被引量:1
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作者 杨庆卫 《安徽建筑》 2019年第4期25-26,33,共3页
简支变连续小箱梁桥是工程中常用结构,在中烈度区也得到了大量应用。下部结构抗震设计关系到整个工程的经济性和安全性。根据小箱梁桥下部结构常见的体系,分类阐述中烈度区小箱梁桥盖梁、立柱、系梁、桩基等下部构件设计要点,为类似工... 简支变连续小箱梁桥是工程中常用结构,在中烈度区也得到了大量应用。下部结构抗震设计关系到整个工程的经济性和安全性。根据小箱梁桥下部结构常见的体系,分类阐述中烈度区小箱梁桥盖梁、立柱、系梁、桩基等下部构件设计要点,为类似工程提供参考。 展开更多
关键词 小箱梁桥 抗震设计 下部结构 中烈度
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我国中、低烈度区罕遇地震设防水准的选取
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作者 王珏 程宇 +2 位作者 安晓文 文雯 姚姜森 《地震研究》 CSCD 北大核心 2023年第3期415-421,共7页
采用概率地震危险性(PSHA)方法计算了我国中、低烈度区位于主要经济带内的28个大中城市50年超越概率3%和2%的地震动峰值加速度,为比较中、低烈度区罕遇地震不同设防水准的影响提供了定量数据;计算了中、低烈度区50年超越概率3%和2%地震... 采用概率地震危险性(PSHA)方法计算了我国中、低烈度区位于主要经济带内的28个大中城市50年超越概率3%和2%的地震动峰值加速度,为比较中、低烈度区罕遇地震不同设防水准的影响提供了定量数据;计算了中、低烈度区50年超越概率3%和2%地震作用下对应的建筑结构的屈服加速度,评价其抗震能力。结果表明:50年超越概率2%对应的屈服加速度明显大于50年超越概率3%的对应值。根据分析结果,建议抗震设计规范将中、低烈度区罕遇地震的设防水准统一至50年超越概率2%。 展开更多
关键词 抗震设防 设防水准 PGA 屈服加速度 、低烈度 罕遇地震
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Textual Research on the July 7,1590 A. D. Southeastern Yongjing Earthquake in Gansu Province
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作者 Yuan Daoyang Lei Zhongsheng +4 位作者 Zhang Junling Ge Weipeng Liu Xingwang LiuBaichi Liang Mingjian 《Earthquake Research in China》 2009年第1期87-95,共9页
According to historical records,in July of 1590 A.D.,a destructive earthquake occurred near Lintao county in Gansu Province,in which "… city walls and houses collapsed,and countless people and domestic animals w... According to historical records,in July of 1590 A.D.,a destructive earthquake occurred near Lintao county in Gansu Province,in which "… city walls and houses collapsed,and countless people and domestic animals were killed".In the same month,Binggou town in eastern Qinghai Province(now northeastern Ledu county),was also damaged by an earthquake.These two earthquakes were listed as two different cases in the published earthquake catalogues,recorded separately as the Lintao M_S5.5 earthquake with epicentral intensity Ⅶ in Gansu Province and the Ledu M_S5.0 earthquake with epicentral intensity Ⅵ in Qinghai Province.However,based on comprehensive analysis of research on historical records and field investigations,it is concluded in this paper that these two earthquakes could be the same one with magnitude 6.5 and epicentral intensity Ⅷ~Ⅸ.Its epicenter was in the Maxian Mt.,which is located in southeastern Yongjing and its seismogenic structure might be the mid-western segments of the north fringe fault zone of Maxian Mt.of Lanzhou. 展开更多
关键词 1590 A.D. southeastern Yongjing earthquake Historical earthquake research Seismogenic structure The north fringe fault zone of Maxian Mt.
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Disaster Loss Evaluation and Characteristics of the Seismic Hazard of the Nilka-Gongliu Earthquake with M_S6. 0
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作者 Tan Ming Tang Lihua +8 位作者 Wu Guodong Chang Xiangde Zhang Yong Song Lijun Li Yang Li Yigang Wang Wei Shi Guangling Li Zhihai 《Earthquake Research in China》 2014年第2期261-273,共13页
The epicenter intensity of Nilka-Gongliu earthquake with MS6. 0 was Ⅶ degrees; no fatalities but many residential buildings and public facilities were moderately damaged during the earthquake. Traffic and water conse... The epicenter intensity of Nilka-Gongliu earthquake with MS6. 0 was Ⅶ degrees; no fatalities but many residential buildings and public facilities were moderately damaged during the earthquake. Traffic and water conservation facilities were damaged to a certain extent but after emergency repair,production and life in the disaster area were not influenced. According to a sample survey of the earthquake filed,this earthquake caused direct economic loss of approximately 678. 46 million yuan( RMB),and the reconstruction funds required will be about 1. 20349 billion yuan( RMB). 展开更多
关键词 The Nilka-Gongliu earthquake Disaster loss evaluation Characteristic of seismic hazard
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Damage and Seismic Intensity in the Meizoseismal Region of the M_S8.0 Wenchuan Earthquake,Sichuan,China 被引量:1
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作者 Yang Zhu'en Deng Zhihui Ma Wentao Sun Qian Chen Guihua 《Earthquake Research in China》 2009年第1期28-33,共6页
This paper presents the damage in the meizoseismal region of the M_S8.0 Wenchuan earthquake,Sichuan,China,and the seismic intensities determined according to "the Chinese Seismic Intensity Scale",and discuss... This paper presents the damage in the meizoseismal region of the M_S8.0 Wenchuan earthquake,Sichuan,China,and the seismic intensities determined according to "the Chinese Seismic Intensity Scale",and discusses briefly the types of earthquake-generating faults and some features of seismic damage. 展开更多
关键词 Wenchuan earthquake Meizoseismal region Seismic intensity
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