活动支座摩擦力对桥梁抗震性能的影响参数分析   总被引：3，自引：0，他引：3  

王常峰  陈兴冲  朱东生 《世界地震工程》2005,21(4):82-87

利用摩擦单元模拟了活动支座摩擦力在桥梁地震反应分析中的作用,以一座6跨连续梁桥为例,通过改变其计算参数得到不同的计算模型,对各模型进行时程反应分析,得到不同参数模型的固定墩墩底弯矩的减震率。发现在某些情况下出现了负减震率并进行了原因分析。通过不同参数模型减震牢的对比,分析了各计算参数对固定墩墩底减震率的影响。建议对于考虑支座摩擦后自振周期接近场地卓越周期的桥梁考虑活动支座摩擦作用。  相似文献   

从济阳坳陷沙一段古盐度的横向变化看古近纪的海侵方向     

王冠民  钟建华  姜在兴  操应长 《世界地质》2005,24(3):243-247

在济阳坳陷全区层序地层统一精细划分的基础上,利用古盐度指标B/Ga及济阳坳陷层序Ⅳ（层位大致相当于沙二上-沙一中）的湖侵体系域的古盐度对各凹陷进行了横向对比,发现惠民凹陷、东营凹陷的B/Ga比值较低（3.01～4.16）;车镇凹陷较高（4.08～8.26）;沾化凹陷大致为6～6.95,车镇凹陷东部-沾化凹陷是济阳坳陷此期古盐度最大的区域,很可能代表沙一段时期的海侵通道,这为济阳坳陷古近纪存在海侵的推论提供了一个新的证据.  相似文献   

MODAL ANALYSIS OF SOFT-SOIL SITES INCLUDING RADIATION DAMPING     

J. X. ZHAO 《地震工程与结构动力学》1997,26(1):93-113

For the one-dimensional analysis of soft-soil layers on an elastic half-space, a general form of analytical solution is developed for converting radiation damping due to energy leaking back to the half-space into equivalent modal damping, allowing the modal analysis technique to be extended to a site where radiation damping has to be accounted for. Closed-form solutions for equivalent modal damping ratios and effective modal participation factors are developed for a single layer with a shear wave velocity distribution varying from constant to linearly increasing with depth. Compact and recursive forms of solutions for equivalent modal damping ratios are developed for a system with an arbitrary number of homogeneous layers on an elastic half-space. Comparisons with numerical solutions show that the modal solutions are accurate. The nominal frequency of a site, i.e. the inverse of four times the total shear wave travel time through the layers, is an important parameter for estimating the high mode frequencies. A parameter study shows that for the same impedance ratio of the bottom layer to the elastic half-space, a system of soil layers with an increasing soil rigidity with depth has, in general, larger peak modal amplifications at the ground surface than does a single homogeneous layer on an elastic half-space, while a system with a decreasing soil rigidity with depth has smaller modal peak amplifications. © 1997 by John Wiley & Sons, Ltd.  相似文献   

PERFORMANCE EVALUATION OF A THREE-STOREY UNREINFORCED MASONRY BUILDING DURING THE 1992 ERZİNCAN EARTHQUAKE     

HALUK SUCUOLU  ALTU ERBER&#x;K 《地震工程与结构动力学》1997,26(3):319-336

Seismic performance of a three-storey unreinforced masonry building which survived the 1992 Erzincan earthquake without damage is evaluated. Mechanical properties of the masonry walls have been determined experimentally by using identical brick and mortar used in construction. An accurate material model is developed for masonry and employed in a computer program for the non-linear dynamic analysis of masonry buildings. The analytical results based on measured material properties indicated that masonry buildings which satisfy basic seismic code requirements possess remarkable lateral strength, stiffness and energy dissipation capacity. Accordingly, a simple elastic design approach is rendered suitable for unreinforced masonry under seismic excitations, provided that realistic material properties are employed in design.  相似文献   

Influence of storm-related sediment storage on the sediment delivery from tributary catchments in the upper Waipaoa River,New Zealand     

Tomomi Marutani  Mio Kasai  Leslie M. Reid  Noel A. Trustrum 《地球表面变化过程与地形》1999,24(10):881-896

Although much is known about overall sediment delivery ratios for catchments as components of sediment production and sediment yield, little is known about the component of temporary sediment storage. Sediment delivery ratios focused on the influence of storm-related sediment storage are measured at Matakonekone and Oil Springs tributaries of the Waipaoa River basin, east coast of New Zealand. The terrace deposits of both tributaries show abundant evidence of storm-related sedimentation, especially sediment delivered from Cyclone Bola, a 50 year return rainfall event which occurred in 1988. The sediment delivery ratio is calculated by dividing the volume of sediment transported from a tributary to the main stream by the volume of sediment generated at erosion sites in the tributary catchment. Because the sediment delivery volume is unknown, it can be calculated as the difference between sediment generation volume and sediment storage volume in the channel reach of the tributary. The volume of sediment generated from erosion sites in each tributary catchment was calculated from measurements made on aerial photographs dating from 1960 (1:44 000) and 1988 (1:27 000). The volume of sediment stored in the tributary can be calculated from measurements of cross-sections located along the tributary channel, which are accompanied by terrace deposits dated by counting annual growth rings of trees on terrace surfaces. Sediment delivery ratios are 0·93 for both Matakonekone catchment and Oil Springs catchment. Results indicate that Oil Springs catchment has contributed more than twice the volume of sediment to the Waipaoa River than the Matakonekone catchment (2·75 × 10⁶ m³ vs 1·22 × 10⁶ m³). Although large volumes of sediment are initially deposited during floods, subsequent smaller flows scour away much of these deposits. The sediment scouring rate from storage is 1·25 × 10⁴ m³ a⁻¹ for Matakonekone stream and 0·83 × 10⁴ m³ a⁻¹ for Oil Springs stream. Matakonekone and Oil Springs channels respond to extreme storms by instantaneously aggrading, then gradually excavating the temporarily stored sediment. Results from Matakonekone and Oil Springs streams suggest a mechanism by which event recurrence interval can strongly influence the magnitude of a geomorphic change. Matakonekone stream with its higher stream power is expected to excavate sediment deposits more rapidly and allow more rapid re-establishment of storage capacity. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

Optimal yield level of bilinear seismic isolation devices     

Jeung-Geun Park  Hisanori Otsuka 《地震工程与结构动力学》1999,28(9):941-955

The yield level of an insulator is one of the important parameters which are related to responses and absorbing energy under seismic input energy in isolated structures. The purpose of this paper is to determine the optimal ratios of yield force of the isolator (Q_y) to the total weight of the structures (W). To obtain the optimal ratio, 1044 two-degree-of-freedom isolated bridge models, which have bilinear isolators, were selected. These 2-DOF isolated bridge models with superstructure isolation can consider pier flexibility and various parameters of the isolator. Two formulas for determining the optimal yield ratio are proposed and compared with the previous researches. RAE (the ratio of absorbed energy by the isolator to the total input energy) is related directly to structural responses, and Optimal Yield Ratio (OYR), defined as a yield ratio at maximum RAE, can be obtained from the relationship between RAE and Q_y/W. Here, we found that RAE is a reliable factor to evaluate OYR, and it is proportional to earthquake amplitudes under the same kinds of earthquake loadings. Using the proposed formulas, OYR is determined and the optimal yield force of the isolator can be obtained easily and reliably at a seismic isolation design stage. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

季风指数及其年际变化Ⅱ.南海夏季风分量动能强度指数及其年际变化     

张东凌  何卷雄  左瑞亭  曾庆存 《气候与环境研究》2005,10(3):333-341

计算了各年南海夏季风建立前后流场的场相似度、场比幅、季风分量动能强度指数和突变度.指出按变差度最大或相似度绝对值最小及其变化最陡以及比幅最小,可客观定量地定出季风来临的预兆日期,在大多年份该日期比用天气气候学方法得到的季风来临(爆发)日期要早些,且两者有较好正相关.绝大多数年份季风建立时有环流突变发生,但也有少数年份呈调和变化或二次突变.季风分量动能强度指数能够反映各年南海夏季风建立后的强度.最后分析指出,南海850hPa夏季风的前兆日期,突变度和强度指数都有明显的年际和年代际变化.  相似文献   

海水钝顶螺旋藻富硒及其含硒藻蓝蛋白的研究   总被引：1，自引：0，他引：1  

何晓艳  向文洲  何慧  林坚士  董俊德 《热带海洋学报》2005,24(4):30-34

研究了亚硒酸钠梯度浓度对海水钝顶螺旋藻Spirulina platensis生长及藻胆蛋白含量的影响,对含硒藻蓝蛋白进行分离纯化,得到含硒藻蓝蛋白纯品。结果表明,硒添加浓度小于100mg.L-1时,对藻体生长有一定的促进作用,其生物量、藻蓝蛋白和别藻蓝蛋白含量有增加,藻体硒含量及富硒系数明显高于文献报道的相似条件下的淡水螺旋藻;纯化的含硒藻蓝蛋白溶液在弱光照、低温、pH4—8的范围内稳定性较好;含硒藻蓝蛋白的光谱特性与藻蓝蛋白相比几乎没有差异,紫外与可见光吸收光谱特征吸收峰在280nm和620nm,荧光激发峰在558nm,室温条件下最大荧光发射峰在655nm,说明海水钝顶螺旋藻富集硒后及海水的胁迫对其藻蓝蛋白的光谱特性没有明显影响。  相似文献   

基于WorldView-II与Aster数据的Fe信息提取——以南极拉斯曼丘陵为例     

魏学娟  徐刚 《地质力学学报》2015,21(4):536-545

利用World View-Ⅱ遥感影像高空间分辨率和高波谱分辨率的数据优点,结合Aster数据波段互补的优势,进行南极大陆边缘拉斯曼丘陵Fe信息提取研究。研究结果表明,使用World View-Ⅱ与Aster数据对比分析的主成分法,提取Fe3+信息,采用World View-Ⅱ与Aster协同数据下的波段运算法,提取Fe2+信息,可以达到优势互补的目的。Fe信息提取结果显示,含铁矿物信息分布区主要集中在混合片麻岩与副片麻岩区域,分别占Fe信息总面积的80.39%和15.73%,与野外调查结果基本一致。  相似文献   

基于O2/Ar比值估算海洋混合层群落净生产力的研究进展     

张桂玲  韩玉  郑文静  秦川 《中国海洋大学学报(自然科学版)》2020,(3):1-7

群落净生产力(NCP)是海洋混合层中光合作用和群落呼吸作用的差值,代表了从表层海水向深层海洋输送的最大有机质量,是衡量生物活动对上层海洋碳循环影响的有效指标。海洋混合层的溶解氧浓度主要受物理过程和生物过程控制,而惰性气体氩(Ar)的分布主要受物理过程以及温度和盐度对溶解度的影响,由于O2和Ar具有相似的物理特性,因此氧氩比值(O2/Ar)消除了物理过程对海水中溶解氧的影响,其偏离平衡值的量(ΔO 2/Ar)可表征生物过饱和氧,并可据此估算群落净生产力。随着质谱技术的发展,连续走航测定O2/Ar比值技术得到广泛应用并可以获得高时空分辨率NCP分布,因此成为估算海洋混合层NCP的重要方法。本文介绍了基于O2/Ar比值法估算群落净生产力的原理,综述了用O2/Ar比值法估算海洋混合层中群落净生产力的研究进展,探讨了估算模型中存在的不足及解决办法,并对其未来发展方向做了展望。  相似文献