Tests on low‐ductility RC frames under high‐ and low‐frequency excitations     

Ser‐Tong Quek  Chengmei Bian  Xilin Lu  Wensheng Lu  Haibei Xiong 《地震工程与结构动力学》2002,31(2):459-474

The response of low‐ductility reinforced concrete (RC) frames, designed typically for a non‐seismic region, subjected to two frequencies of base excitations is studied. Five half‐scaled, two‐bay, two‐storey, RC frames, each approximately 5 m wide by 3.3 m high, were subjected to both horizontal and/or vertical base excitations with a frequency of 40 Hz as well as a lower frequency of about 4 Hz (close to the fundamental frequency) using a shake table. The imposed acceleration amplitude ranged from 0.2 to 1.2g. The test results showed that the response characteristics of the structures differed under high‐ and low‐frequency excitations. The frames were able to sustain high‐frequency excitations without damage but were inadequate for low‐frequency excitations, even though the frames exhibited some ductility. Linear‐elastic time‐history analysis can predict reasonably well the structural response under high‐frequency excitations. As the frames were not designed for seismic loads, the reinforcement detailing may not have been adequate, based on the crack pattern observed. The effect of vertical excitation can cause significant additional forces in the columns and moment reversals in the beams. The ‘strong‐column, weak‐beam’ approach for lateral load RC frame design is supported by experimental observations. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Pseudodynamic tests on rubber base isolators with numerical substructuring of the superstructure and strain‐rate effect compensation     

F. J. Molina  G. Verzeletti  G. Magonette  Ph. Buchet  V. Renda  M. Geradin  A. Parducci  M. Mezzi  A. Pacchiarotti  L. Federici  S. Mascelloni 《地震工程与结构动力学》2002,31(8):1563-1582

A pseudodynamic testing procedure has been applied by which the seismic response of a base‐isolated building is obtained by using as specimen the isolators, while the superstructure is numerically simulated. The procedure also takes advantage of the continuous pseudodynamic testing capabilities of the ELSA laboratory, which increase the accuracy of the results and reduce the strain‐rate effect of the rubber bearings. A simple proportional correction of the measured forces compensates the remaining strain‐rate effect due to the unrealistic speed of the test. The correction factor is obtained by means of a characterizing test on the specific rubber isolators. The developed method has been successfully applied to the prediction of the seismic response of a base‐isolated four‐storey building submitted to several specified accelerograms. The results for those earthquakes as well as the effects of some changes of the parameters of the system are discussed. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

Study on effects of damping in laminated rubber bearings on seismic responses for a ⅛ scale isolated test structure     

Bong Yoo  Yang‐Hann Kim 《地震工程与结构动力学》2002,31(10):1777-1792

The effects of damping in various laminated rubber bearings (LRB) on the seismic response of a ?‐scale isolated test structure are investigated by shaking table tests and seismic response analyses. A series of shaking table tests of the structure were performed for a fixed base design and for a base isolation design. Two different types of LRB were used: natural rubber bearings (NRB) and lead rubber bearings (LLRB). Three different designs for the LLRB were tested; each design had a different diameter of lead plug, and thus, different damping values. Artificial time histories of peak ground acceleration 0.4g were used in both the tests and the analyses. In both shaking table tests and analyses, as expected, the acceleration responses of the seismically isolated test structure were considerably reduced. However, the shear displacement at the isolators was increased. To reduce the shear displacement in the isolators, the diameter of the lead plug in the LLRB had to be enlarged to increase isolator damping by more than 24%. This caused the isolator stiffness to increase, and resulted in amplifying the floor acceleration response spectra of the isolated test structure in the higher frequency ranges with a monotonic reduction of isolator shear displacement. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

末次盛冰期百年尺度气候变化的南京石笋记录   总被引：17，自引：10，他引：17       下载免费PDF全文

汪永进  孔兴功  邵晓华  吴江滢 《第四纪研究》2002,22(3):243-251

据年层计数和TIMSU系测年结果,建立了南京汤山葫芦洞YT石笋年际精度时间标尺(18000～14000aB.P.)。除石笋顶部5mm层段外,高分辨率的^δ18O、灰度和年层厚度3种指标在百年尺度上具有相当一致的对应关系,表明这3种指标对气候因素变化响应比较敏感。综合石笋^δ18O和本区古植被资料,估计末次盛冰期和波令暖期年均温分别达7℃和15℃。石笋揭示的末次盛冰期气候可进一步划分为4个阶段:1)18150～16900aB.P.,年均温和洞穴湿度逐步下降;2)16900～16100aB.P.,年均温和洞穴湿度相对稳定,可进一步划分为3个暖峰和两个冷谷;3)16100～15600aB.P.,年均温快速下降,按氧同位素平衡方程计算,其冷谷可能接近于0℃,但洞穴湿度比前期下降幅度并不大;4)15600～14750aB.P.,年均温和洞穴湿度比较稳定。这种气候演化的阶段性和突变性与北大西洋地区气候记录可以对比,反映极地与东亚季风气候受共同的驱动机制支配。从石笋4种指标(^δ18O、^δ13C、灰度和年层厚度)的功率谱图中识别出不同尺度的太阳活动周期成分,其中80aGleissberg周期特别显著,表明末次盛冰期边界条件下太阳活动仍是短尺度气候变化的主要驱动力。  相似文献   

初论古文化类型演替与传承模式的区域分异——以西拉沐沦河流域和汶泗流域为例   总被引：6，自引：0，他引：6       下载免费PDF全文

崔之久  杨晓燕  夏正楷 《第四纪研究》2002,22(5):434-441

西拉沐沦河流域地处中国地貌大势三大台阶之中台阶与低台阶的过渡区。该区的中度抬升和下切,造成了西拉沐沦河流域考古文化遗址在空间上的垂向迁移;频繁的迁移也导致了考古遗址在堆积形态上主要表现为单一型,体现了不同考古文化之间“间断”的,不稳定的传承方式。位于中国地貌大势之低台阶上的汶泗流域,属自下古生代以来就十分稳定的剥蚀区,这些自然条件造成了汶泗流域遗址在堆积形态上主要表现为叠置型,考古文化在时空上,很少随着时间做空间上的改变,基本上在同一水平空间稳定不动,体现了不同考古文化之间“连续”、稳定的传承方式。两个流域的对比研究说明,不同地域、不同的自然条件,可以造成考古文化演替与传承模式的区域分异  相似文献   

H2O-CH4-H2-CO2-CO-O2在高温、高压和高密度条件下的状态方程     

胡家文 《地球化学》2002,31(4):389-394

为了计算高温，高压和高密度流体的热力学性质，提出了一个具有19个参数的维里型状态方程，其中参数与温度间的函数关系采用由Sutherland位能函数导出的维里系数近似式。除临界点附近以外，在已报道的pVT数据所覆盖的大部分超临界区域内，该方程均可适用。用该方程对H2O，CH4，H2，CO2，CO和O2等流体pVT关系的计算结果令人满意，其中pVT上限分别为：91-610GPa,1.6-11.0cm^3/mol,4000-5000K。计算体积的平均偏 小于0．8％，最大偏差小于5．4％。  相似文献   

云南银(铅)-锌矿开发史料与找矿探讨   总被引：1，自引：0，他引：1  

薛步高  吴良士 《矿床地质》2002,21(3):298-303

云南是银铅锌矿开发较早的省份之一，史料丰富。本文从史料的角度，阐述了与云南古代有关银（铅）－锌矿的开发概况，基本特点以及如何保护，继承这份丰富的历史遗产，进而对目前有关史料的研究和古代采矿遗址清理情况进行分析，提出今后找矿的一些想法。  相似文献   

三类高强度悬式瓷绝缘子的成分和物相分析     

龚国洪  唐荣炳  尹祚莹  邓华兴  伍正平 《矿物岩石地球化学通报》2002,21(3):174-176

为探讨高原牌70kN和进口120，210kN瓷绝缘子的成分和结构性能，中采用原子吸收光谱（AAS）和X射线衍射（XRD）方法，对三类产品进行了检测。结果表明，有效成分除K2O外，70kN和210kN的SiO2,Al2O3,Fe2O3含量接近，主晶相基本相同，有刚玉，莫来石、石英和长石等；结晶相总量：70kN35%，120kN40%,210kN48%，这表明机械强度愈大，结晶相含量愈高，只需调整70kN原样的部分成分，粒度和工艺，即生产出高等级（如210kN)瓷绝缘子。  相似文献   

高温高压下电解质溶液热力学性质的研究进展     

陈晋阳  郑海飞  曾贻善 《矿物岩石地球化学通报》2002,21(3):198-201

高温高压下电解质溶液热力学性质的研究不仅对探讨地球内部流体的作用具有重要意义，而且在很多实际工业过程中也都有广泛应用。本综述了近10年来高温高压下电解质溶液热力学参数的实验测量和理论计算的进展，实验设备还有待进一步的改进和完善，以获得更高温度和压力下的数据，理论计算不仅有待于实验的发展，也与溶液的结构理论密切相关。  相似文献   

河北矾山燕山期侵入岩地球化学特征及成因   总被引：8，自引：0，他引：8  

王强  许继锋  赵振华  王人镜  熊小林 《矿物学报》2002,22(2):160-168

河北矾山地区燕山期侵入岩可分为早、晚两期。早期（中侏罗世-晚侏罗世）侵入岩主要由二长闪长岩、石英二长闪长岩、石英二长岩、正长岩构成，以高钾钙碱性岩系列岩石为主；SiO2=53.58%-60.57%,Al2O3=16.16%-17.23%,Na2O K2O=5.76%-8.96%,K2O=2.25%-4.55%,Na2O/K2O=1.14-1.56;ACNK=0.72-0.86,NKA=0.47-0.77;Eu^*/Eu=0.80-0.95,轻稀土富集，重稀土和Nb、Ta、Hf、Ti亏损，相对低Zr、Rb和Rb/Sr，但高Sr和Sr/Y，具有埃达史质岩石质岩石的部分特征。晚期（白垩纪）侵入岩由碱长石英正长岩、石英正长岩、石英二长岩、碱工花岗岩、钾长花岗岩构成，以钾玄岩系列岩石为主；比早期岩石富SiO2，低Al2O3、富Na2O K2O和K2O，但低Na2O/K2O;ACNK=0.82-1.07,NKA=0.77-0.92;Eu^*/Eu=0.65-1.00，轻稀土富集，重稀土和Nb、Ta、Hf、Ti亏损，相对高Zr、Rb和Rb/Sr，但低Sr和Sr/Y。矾山地区早期侵入岩的形成可能与伊泽奈崎（Izanaqi)板块向欧亚大陆板块的俯冲所导致的挤压增厚有关；晚期侵入岩可能形成于拉张环境中。  相似文献