Investigating the vibration properties of integrated ceiling systems considering interactions with surrounding equipment     

Liangjie Qi  Keiichiro Kunitomo  Masahiro Kurata  Yoshiki Ikeda 《地震工程与结构动力学》2020,49(8):772-793

Studies on recent earthquakes highlighted that buildings with minimal structural damage still suffer from extensive damage and failure of nonstructural components. The dropping and damage of suspended ceiling systems, which typically consist of acceleration-sensitive nonstructural elements, resulted in lengthy functional disruptions and extended recovery time. This article experimentally and analytically examined the vibration properties of an integrated ceiling system considering the interactions with surrounding electrical equipment. The theoretical stiffness and corresponding frequency of electrical equipment were initially derived and then verified by subsequent vibration tests and numerical analyses. The seismic performance of the air conditioner (AC) was evaluated with different installment configurations based on design spectra and floor response spectra. Vibration tests of the suspended integrated ceiling system considering the interactions with surrounding equipment showed that the inclusion of peripheral constraints increased the first horizontal vibration frequency of the ceiling system by a factor of approximately 6. The natural frequencies of all components in the integrated ceiling system were almost identical, which was attributed to the coupled behavior between the ceiling panels and surrounding equipment, emphasizing the effect of interactions between adjacent components during dynamic analysis. Based on the above experimental investigation, an associated numerical model of the integrated ceiling system was created. Finally, corresponding parametric studies that included the interactions with surrounding equipment, reinforcing braces of ACs and strengthening members at the rise-up location between two elevations were performed.  相似文献   

Response of a scale-model pile group for a jacket foundation of an offshore wind turbine in liquefiable ground during shaking table tests     

Yung-Yen Ko  Yi-Ting Li 《地震工程与结构动力学》2020,49(15):1682-1701

To investigate the seismic response of a pile group during liquefaction, shaking table tests on a 1/25 scale model of a 2 × 2 pile group were conducted, which were pilot tests of a test project of a scale-model offshore wind turbine with jacket foundation. A large laminar shear box was utilized as the soil container to prepare a liquefiable sandy ground specimen. The pile group model comprising four slender aluminum piles with their pile heads connected by a rigid frame was designed with similitude considerations focusing on soil–pile interaction. The input motions were 2-Hz sinusoids with various acceleration amplitudes. The excess pore water pressure generation indicated that the upper half of the ground specimen reached initial liquefaction under the 50-gal-amplitude excitation, whereas in the 75-gal-amplitude test, almost entire ground was liquefied. Accelerations in soil, on the movable frames composing the laminar boundary of the shear box, and along the pile showed limited difference at the same elevation before liquefaction. After liquefaction, the soil and the movable-frame accelerations that represented the ground response considerably reduced, whereas both the movable frames and the piles exhibited high-frequency jitters other than 2-Hz sinusoid, and meantime, remarkable phase difference between the responses of the pile group and the ground was observed, all probably due to the substantial degradation of liquefied soil. Axial strains along the pile implied its double-curvature bending behavior, and the accordingly calculated moment declined significantly after liquefaction. These observations demonstrated the interaction between soil and piles during liquefaction.  相似文献   

Correspondence between the large volcanic eruptions and ENSO events over AD 1525–2000     

Fang  Xiuqi  Zheng  Xue  Zhang  Xing 《地理学报(英文版)》2020,30(1):103-118

ENSO is an interannual mode which may be affected by external forcing, such as volcanic eruptions. Based on the reconstructed volcanic eruptions chronology and ENSO sequences, both 195 large volcanic eruptions(VEI≥4) and 398 ENSO(El Ni?o and La Ni?a) events were extracted from 1525 to 2000. An analysis of the correspondence between the large volcanic eruptions and ENSO events was performed by matching the large volcanic eruptions with the types and magnitudes of ENSO events present in the 0–2 years after the eruptions. The results show the following:(1) The percentages of ENSO events within the 3 years after the large eruptions had increased to 68.3% from 31.7% compared with those with no-eruptions in the previous 0–2 years. In addition, the ratio of El Ni?o to La Ni?a events turned from 2:3 to 1:1, and more El Ni?o events occurred in the 0 year after eruptions in the low-latitudes of the Northern Hemisphere and in the tropics but more La Ni?a events occurred in the 0 year after in the high-latitudes of the Northern Hemisphere and the Southern Hemisphere.(2) After the eruptions, the weak(W) El Ni?o events had increased by 8 percentage points and the very strong(VS) El Ni?o events had decreased by 10 percentage points; conversely, there was a decrease by 15 percentage points of the weak La Ni?a events and an increase by 11.4 percentage points of the very strong La Ni?a events. Specifically, the percentages of strong La Ni?a events increased to a peak at 1(+1) year after the eruptions.(3) The percentage of eruptions followed by single-year ENSO was the greatest. The percentage of ENSO events that occurred in the consecutive 2 years following an eruption was approximately equal to the percentage of events that occurred consecutively 3 years following an eruption, and both sets of ENSO magnitudes showed a decreasing trend.  相似文献   

双层打包带加固窗间墙抗震性能试验研究          下载免费PDF全文

王赟 《世界地震工程》2020,(1):183-188

地震时砌体结构窗间墙易发生破坏，为了提高其抗震性能，对高宽比为1的2组共4片墙体，其中:2片为双层打包带加固墙体，2片为原墙，进行了拟静力试验，研究墙体的破坏形态、水平承载力、滞回曲线和耗能等抗震性能。试验发现原墙发生剪切破坏，加固后墙体发生摇摆破坏，加固改变了墙体破坏模式，加固后墙体滞回曲线饱满但有捏笼，破坏荷载、延性和耗能能力都有提高，破坏时未发生剥离，表明双层打包带加固法有效地提高了窗间墙体抗震性能，对承受较大竖向应力墙体效果更好，建议加固时要加强加固层与窗下和窗上墙体的连接。  相似文献   

云南广南县老寨湾金矿地质特征及找矿标志     

高李阳  顾雄  吴小梅 《云南地质》2020,(1):71-75

广南县老寨湾金矿位于滇、黔、桂“金三角”重要成矿区带上,金矿体矿体呈似层状赋存于断层构造破碎带或层间构造破碎带中,构造控矿明显。矿体围岩均为下泥盆统坡松冲组第一段(D1ps1)硅化石英砂岩;矿床成因属中-低温热液叠加改造型金矿床,断层构造、硅化等矿化蚀变及地球化学异常是重要的找矿标志。  相似文献   

不同顶管组合方式的管幕冻结温度场模型试验   总被引：1，自引：1，他引：0  

段寅  荣传新  程桦  蔡海兵  解德柱  丁杨龙 《冰川冻土》2020,42(2):479-490

拱北隧道作为港珠澳大桥珠海连接线的关键性工程， 在国内外首次成功运用了管幕冻结技术。以此为背景， 为更加全面地掌握饱和软土地层中管幕冻结温度场的分布特点， 开展了不同顶管组合方式下的管幕冻结温度场模型试验研究。试验结果表明： 各测点温度曲线在积极冻结期前4 h急剧下降， 随后逐渐减缓， 降至砂土冰点后趋于平稳， 三种布管方式均满足冻结设计要求； 冻结管中低温盐水提供的冷量首先传递给顶管管壁， 再以“面”的形式均匀地传递给周围土体； 积极冻结21 h后， 采用四根空顶管组合的C区冻结壁竖向范围最大， 空管管壁正上方冻结壁平均厚度约为105 mm， 在满足管幕刚度设计要求的前提下， 可采此布管方式以达到快速形成冻结帷幕的目的。限位管开启后的4 h内， 实顶管中线垂直距离100 mm范围内测点温度曲线虽有明显回升但仍维持在冻土冰点以下， 超出此范围后温度变化影响逐渐减弱， 且顶管间冻结壁稳定存在， 表明限位管在满足管间有效封水的条件下， 能在一定范围内起到定向限制地层冻胀的作用。优化后的双圆形冻结管在满足冻结设计要求的同时， 更加便于安装且经济环保。  相似文献   

金伯利岩型金刚石矿床研究及其成矿模式探讨——以辽宁瓦房店地区金刚石原生矿矿床为例     

刘礼广  吴大天  韩双  万方来  林少全  杨献忠 《地质学报》2020,94(9):2650-2665

辽宁南部瓦房店金刚石矿是国内最大的金刚石矿产区，现已发现4处金刚石成矿带、120个岩体。其中金伯利岩岩管24个、岩脉89个、可疑岩体7个，累计提交1221万克拉储量，占全国金刚石储量52%。本文主要对该矿床的金刚石母岩—金伯利岩的岩石地球化学特征进行了全面系统分析，发现金伯利岩中MgO、NiO、Cr 2O 3的含量与TiO 2、Al 2O 3、Na 2O、K 2O、CaO、P 2O 5等偏碱性组分呈正相关关系；Ni、Cr、Co含量与金刚石含量呈正相关，而Ti、Zr、Ba元素含量与金刚石含量呈负相关。通过对瓦房店矿区金刚石中石榴石及单斜辉石包裹体、橄榄石- 石榴石矿物对、石榴石微量元素、尖晶石- 橄榄石等多种地质温、压计归纳得出金刚石矿的来源深度为150~210 km,压力5~7 GPa，温度1083~1261℃，在上述温、压条件下，结合岩浆化学组成，估算金伯利岩具有低氧逸度(fO 2=2. 913×1. 01325×10-6Pa)的特点。结合野外勘查工作，总结了该矿床的地质特征、控矿构造、矿体空间分布规律等要素，认为NEE向和NE向断裂控制着金伯利岩体的展布方向和矿体形态。脉状金伯利岩体一般呈NEE 70°~80°方向展布，严格受NEE至近EW向的密集节理或裂隙控制。提出了金刚石母岩—金伯利岩是由源于上地幔岩浆，在一定的封闭条件下，受构造与岩性双重控制，多期性的爆发与侵入交替作用所形成，并建立了具有较高氧逸度和较高密度的流变性软流圈，通过渗滤熔体浸蚀岩石圈形成金刚石的理想成因模式，希望为下一步找矿工作提供参考。  相似文献   

筋土界面特性宏细观分析试验仪器研制与应用     

易富  杜常博  王政宇  于犇 《煤田地质与勘探》2020,48(1):174-182

为了更全面地分析筋土界面相互作用特性，改制了一台可视加筋土界面特性宏细观分析的试验仪器，可开展不同土工合成材料与填料的直剪和拉拔试验；该仪器改进了试验箱的尺寸，可方便两种试验的对比分析，增加了图像摄录系统，可进行试验过程的细观分析。使用新研制仪器分别进行了土工合成材料（土工格栅和土工布）加筋尾矿砂的直剪和拉拔试验，试验结果表明:两种试验条件下，土工格栅与尾矿的界面参数（似黏聚力和似摩擦角）及似摩擦系数均比土工布与尾矿的界面参数和似摩擦系数大；直剪试验下筋材网孔的有无对筋-尾矿界面参数均有较大影响，拉拔试验下筋材网孔有无对筋-尾矿界面参数似黏聚力的影响较为显著，对似摩擦角的影响较小。随着宏观变量法向应力的增加，细观参数孔隙率减小，平均接触数增加，反映在宏观上的现象就是填料颗粒被压密，筋材需要克服的阻力增大。该试验仪器能够较好地分析筋土界面宏细观特性，获得关键技术指标以用于加筋结构的设计。   相似文献   

河北省怀安县朱家洼矿区地球化学特征与找矿方向     

王占彬 《地质与勘探》2020,56(1):102-112

河北怀安朱家洼矿区位于华北板块北缘中段太古宙、元古宙、中生代金银铅锌铁硫铁矿成矿带,为火山热液型金多金属矿。为查明该区成矿规律,明确找矿方向,在区内开展了水系沉积物测量、土壤地球化学测量等工作。通过对元素分布、元素相关性、元素异常等特征研究表明,Au、Mo为本区主成矿元素;各元素异常平面分布具有分带性,高温元素W、Sn、Bi异常位于骆驼山火山机构中心,中低温元素Pb、Zn、As、Ag等异常分布于火山机构边部及周边围岩中,成矿元素Au、Mo异常主要位于火山机构西侧围岩中。异常查证发现金钼矿化体2条,金钼矿化受火山机构和北西向构造带控制。依据成矿地质条件、地球化学异常及查证成果认为,朱家洼矿区Au、Mo成矿潜力大,火山机构西侧围岩区是该区重点找矿地段。  相似文献   

中国企业R&D国际化:时空格局与区位选择影响因素     

胡曙虹  杜德斌  范蓓蕾 《地理研究》2019,38(7):1733-1748

基于中国企业海外R&D投资数据和零断尾负二项回归分析方法,探讨了1998—2015年中国企业R&D国际化的时空格局特征,并从东道国角度分析影响其区位选择的主要因素。结果表明：研究期内中国新建海外R&D机构数量快速扩张;海外R&D投资区域分布广泛,呈现分散和集聚并存的特征;以华为为例分析了典型中国企业海外R&D投资的空间布局特征,认为目前华为海外R&D投资呈现集中布局在欧洲,零散分布在亚洲、美洲、非洲的空间特征,主要是由其以全球技术升级和满足多样化的市场需求等R&D国际化的战略动机所决定。回归分析结果表明,中国企业对发达国家和发展中国家进行R&D投资的影响因素有共同点但也存在一定的差异：① 现阶段东道国的R&D需求不是影响中国企业对其进行R&D投资的主要因素;② 代表中国与东道国经济往来密切程度的关联要素是影响中国企业R&D投资的重要决策因素;③ 发达国家吸引中国企业对其进行R&D投资主要是因其创新能力强、R&D资源数量多,而政策及制度供给是影响中国企业对发展中国家进行R&D投资的主要因素;④ 地理距离对中国企业R&D“走出去”的阻碍作用主要体现在对发展中国家的R&D投资中。  相似文献