基于地震动参数的RC框架结构易损性分析

以某典型的12层钢筋混凝土框架结构作为研究对象,研究基于非线性动力时程分析和地震动参数的RC框架结构易损性分析方法。首先采用静力pushover分析判定结构薄弱层,并确定结构性能(capacity)参数;然后应用非线性动力时程分析估计结构地震反应,研究以峰值加速度和基本周期加速度反应谱作为地震动参数结构反应的不确定性,并进一步分析结构地震需求(demand)参数与地震动参数的关系;在此基础上,分别建立该结构基于峰值加速度和加速度反应谱的易损性曲线,通过考虑场地条件对地震动特性的影响,研究场地条件对结构易损性的影响,结果表明不同场地条件下的结构易损性曲线有一定差异。应用本文方法,根据新一代地震区划图或地震安全性评价确定的地震动参数,可以直接估计结构在未来地震中出现不同破坏的概率,这在结构的抗震性能评估和地震损失预测中有一定意义。     

Usable Values of Nickel Ore and Nickel Concentrate Certified Reference Materials

The preparation and characterisation of three nickel ores and two nickel concentrate certified reference materials are described in this paper. The samples of nickel ore and nickel concentrate were collected from the Hongqiling nickel deposit in Jilin province. The raw materials were crushed and passed through a 2.0‐mm sieve. The rough samples were then ground for 48 hr in a high‐alumina ball mill to a final size of < 0.074 mm. Homogeneity of the samples was tested by X‐ray fluorescence spectrometry (WD‐XRF) and inductively coupled plasma‐atomic emission spectrometry (ICP‐AES). The relative standard deviations (RSD) of results on mass fraction measurements by WD‐XRF were < 1.0% m/m for eighteen components. F‐tests showed that all five samples were homogeneous. Nineteen laboratories contributed with measurement results (2127 in total) for the certification of mass fractions for twenty‐three elements and compounds. Twenty‐three components in the nickel ores and twenty components in the nickel concentrates were characterised as certified values, while the Ni mass fractions ranges from 0.1 to 9.02% m/m in these certified reference materials. These five samples were approved as national certified reference materials by the National Organisation of Reference Materials of China in 2012.     

高温高压下元素配分的原位实验与计算模拟研究进展

地球内部元素的配分行为具有重要意义,有助于揭示地球内部物质循环、元素成矿、超临界流体性质等基础地质问题。同步辐射微聚焦X射线荧光光谱(SR-μXRF)结合金刚石压腔(DAC)技术,可以在高温高压条件下实现高准确度和高分辨率的原位(in situ)测试元素在不同物相间的浓度,并获取配分系数。而基于地球化学热力学的理论计算模拟,可以获得元素在不同物相间的赋存形式,有助于揭示元素配分机制。本文综述了SR-μXRF结合DAC技术和地球化学热力学计算模拟原位测定高温高压下元素配分的研究方法,及其在地球内部元素迁移、成矿作用和地球早期形成过程等领域中的应用进展,认为利用该套方法研究高温高压下元素配分行为的体系将变得更加复杂,对温度、压力条件则要求更高。本文旨在更新和丰富高温高压下元素配分系数数据,深化对地球内部物质循环等问题的认知。     

High‐Precision Cd Isotope Measurements of Soil and Rock Reference Materials by MC‐ICP‐MS with Double Spike Correction

This study presents a high‐precision Cd isotope measurement method for soil and rock reference materials using MC‐ICP‐MS with double spike correction. The effects of molecular interferences (e.g., ¹⁰⁹Ag¹H⁺, ⁹⁴Zr¹⁶O⁺, ⁹⁴Mo¹⁶O⁺ and ⁷⁰Zn⁴⁰Ar⁺) and isobaric interferences (e.g., Pd, In and Sn) to Cd isotope measurements were quantitatively evaluated. When the measured solution has Ag/Cd ≤ 5, Zn/Cd ≤ 0.02, Mo/Cd ≤ 0.4, Zr/Cd ≤ 0.001, Pd/Cd ≤ 5 × 10^?5 and In/Cd ≤ 10^?3, the measured Cd isotope data were not significantly affected. The intermediate measurement precision of pure Cd solutions (BAM I012 Cd, Münster Cd and AAS Cd) was better than ± 0.05‰ (2s) for δ^114/110Cd. The δ^114/110Cd values of soil reference materials (NIST SRM 2709, 2709a, 2710, 2710a, 2711, 2711a and GSS‐1) relative to NIST SRM 3108 were in the range of ?0.251 to 0.632‰, the δ^114/110Cd values of rock reference materials (BCR‐2, BIR‐1, BHVO‐2, W‐2, AGV‐2, GSP‐2 and COQ‐1) varied from ?0.196‰ to 0.098‰, and that of the manganese nodule (NOD‐P‐1) was 0.163 ± 0.040‰ (2s, n = 8). The large variation in Cd isotopes in soils and igneous rocks indicates that they can be more widely used to study magmatic and supergene processes.     

山东省生态地球化学调查与评价综述

自2002年开展生态地球化学调查以来,山东省生态地球化学调查已覆盖全省陆域和部分近岸海域,面积161370km2。该文介绍了山东省生态地球化学调查评价的基本情况和方法技术,并以获取的海量地球化学数据为基础,对多目标区域地球化学调查、区域生态地球化学评价成果进行了系统总结,为山东省社会经济发展提供了基础平台。     

中国地区地磁场的球冠谐和分析

本文根据中国及其邻近地区的地磁三分量绝对测量资料,利用球冠谐和分析方法,计算出中国地区地磁剩余场的冠谐模型,地磁剩余场△X,△Y,△Z的模型均方根偏差分别为106.9,89.7,137.6 nT.提出由地磁场的国际参考地磁场和地磁剩余场的冠谐模型组成的联合模型作为中国参考地磁场的模型,它能较好地表示中国地磁场的分布.以地磁场的联合模型为正常背景场,计算出三分量磁异常的冠谐模型,并分析了磁异常的基本特征,它将为深入研究中国岩石层结构提供新证据.     

新型框架结构弹塑性地震反应的等效线性化方法研究

等效线性化方法是计算结构弹塑性地震反应的实用方法.通过对几种等效线性化方法的比较分析,提出了基于FEMA440 （2005）计算等效刚度和等效阻尼比的等效线性化方法;分别采用静力弹塑性分析方法和等效线性化方法,分析了局部使用高性能纤维增强混凝土新型框架结构的弹塑性地震反应.结果表明,两种方法所得结构的地震反应均比较接近.因此,本文建议的等效线性化方法能够较好地预测新型框架结构的弹塑性地震反应.     

基于气象规范的电线积冰自动监测系统的研究

针对目前气象领域内电线积冰人工观测工作强度大、效率低、准确率差,而且观测数据不连续、无实时性等现状,提出了以气象规范中使用的电线架为基础而构建的电线积冰自动监测系统。系统不仅能实时连续地监测并显示积冰的重量,而且具有防水、防冻、易装配等特点。经过贵州省威宁县野外场地实测后,系统监测到了连续的积冰重量数据,达到了预期的日的。这将有助于气象部门降低电线积冰观测的劳动强度、提高观测效率以及准确率。     

Three Secondary Reference Materials for Lithium Isotope Measurements: Li7-N, Li6-N and LiCl-N Solutions

The CRPG (Nancy, France) has prepared secondary reference materials for Li isotope measurements by mixing ⁷Li or ⁶Li spikes and either L-SVEC or IRMM-016 certified reference materials to produce solutions having a known Li concentration and isotopic composition. The Li7-N and Li6-N solution samples (1.5 mol l⁻¹ HNO₃) have nominal δ⁷Li isotopic compositions of 30.1‰ and -9.7‰ respectively relative to L-SVEC and concentrations of 100 mg l⁻¹. Repeated measurement of these samples using the QUAD-ICP-MS at the CRPG yielded δ⁷Li of 30.4 ± 1.1‰ (n = 13) and -8.9 ± 0.9‰ (n = 9) at the 2s level of confidence. An additional LiCl-N solution was measured and yielded a delta value of 9.5 ± 0.6‰ (n = 3). Identical results were obtained at the BRGM (Orléans, France) from determinations performed with a Neptune MC-ICP-MS (30.2 ± 0.3‰, n = 89 for the Li7-N, -8.0 ± 0.3‰, n = 38 for the Li6-N and 10.1 ± 0.2‰, n = 46 for LiCl-N at the 2s level of confidence). The deviation of measured composition relative to the nominal value for the Li6-N solution might be explained by either contamination during preparation or an error during sample weighing. These secondary reference materials, previously passed through ion exchange resin or directly analysed, may be used for checking the accuracy of Li isotopic measurements over a range of almost 40‰ and will be available to the scientific community upon request to J. Carignan or N. Vigier, CRPG.     

Influence of masonry infill panels on the vibration and stiffness characteristics of R/C frame buildings

Vibration measurements were performed on two adjacent, three-storey reinforced concrete frame buildings with hollow clay brick infill panels. The first building was a bare frame and the second one was a similar frame infilled with brick panels. The fundamental period for the infilled frame building was much smaller than that of the bare frame building. Using shear beam lumped mass models and the vibration data the actual lateral stiffness of both buildings was identified. The lateral stiffness of the infilled frame building was found to be seven times that of the bare frame building. Four numerical models of the infilled frame building were constructed. The frame and floors were represented using an experimentally validated model and the infill panels by one of three commonly used ‘equivalent diagonal truss’ models or by plane stress finite elements. Only the plane stress finite element model produced a reasonable agreement with the experimental results. Copyright © 1999 John Wiley & Sons, Ltd.