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1.
黄华  施明君  刘伯权  吴涛  李楠 《地震学刊》2010,(Z1):294-298
分析了"汶川地震"中钢筋混凝土框架结构的主要震害,着重研究了"强梁弱柱"这一破坏现象,并对比分析了现行抗震规范及其报批稿中关于"强柱弱梁"的设计条款,结合某框架结构教学楼,分析其在两本规范不同设计条款下的承载力,以及由此带来的经济性方面的影响。结果表明:填充墙等非结构构件的影响、楼板对框架梁承载力和刚度的增大作用以及柱轴压比偏小是结构破坏的主要原因。规范报批稿调整了柱端弯矩和剪力增大系数,较大地提高了柱的承载能力,其中抗弯承载力增加10.8%~33.1%,尤其顶层框架柱的承载力较现行规范增加33%之多,但柱的抗剪承载力提高较低,增加11.1%~19.3%。依据送审稿设计的结构,柱的钢筋用量增加64.1%,整个费用增加低于19.9%,基本在我国经济发展水平之内。  相似文献   

2.
柱底抗弯能力增强措施对钢筋混凝土框架抗震性能的影响   总被引:6,自引:0,他引:6  
以抗震钢筋混凝土框架底层柱下端截面组合弯矩设计值增强系数的合理取值为研究对象,用底层柱截面弯矩增强系数不同取值和上部各层柱抗弯能力不同增强措施的多种组合设计各种典型平面框架,通过非线性动力反应分析获得这些框架在罕遇地震水准的多条地面运动输入下的反应特征。在对这些反应特征进行分析的基础上得出了底层柱底截面组合弯矩增强系数的取值应与上部各层柱抗弯能力增强措施相匹配,方能取得对框架塑性铰机构最佳控制效果的结论。  相似文献   

3.
通过研究不平衡弯矩作用下板柱节点变参数、刚度变化等受力性能的特点和规律,为弥补试验研究的局限性,全面认识板柱节点的受力特征、内力分布规律提供新的研究途径,同时也为工程设计与实践提供理论指导.应用OpenSees(Open System for Earthquake Engineering Simulation)有限元计算平台建立了与试验相同的三维网格梁数值模型,通过数值模拟结果与试验结果的对比分析,验证了有限元分析模型的可行性.对不同的板厚,以不平衡弯矩水平、配筋率及混凝土强度为变参数分别进行了数值模拟.结果表明:数值模拟结果与试验结果吻合较好,不同的不平衡弯矩水平对节点抗冲切性能影响显著,配筋率的变化对构件开裂荷载、极限承载力以及延性影响显著.因此,合理地建立有限元模型可较好地模拟不平衡弯矩作用下板柱节点的受力性能;随着不平衡弯矩水平的增大,极限承载力显著降低,随着配筋率的增大,极限承载力显著增大、延性降低.  相似文献   

4.
为量化评估加固前后结构的可恢复能力及其投资与效益关系,文中结合不同柱端弯矩增大系数η_c的RC框架采用防屈曲约束支撑加固的工程应用,系统的给出可恢复性评价以及加固效益评估理论体系。采用蒙特卡罗方法,在考虑RC框架剩余功能、恢复函数形式、恢复时间以及地震动不确定性的基础上得到加固前后结构可恢复性指标。结合结构的损失提出加固效益指标计算方法,基于该指标评价加固方法在服役期内的经济效益。研究结果表明:在相同地震动强度下,η_c越大,结构可恢复水平越高;随着地震动强度增大,结构可恢复能力先缓慢下降后快速下降;加固后结构可恢复性显著提高,且地震动强度越大,结构可恢复性相对增长率越大;在相同服役年限内,η_c越大,加固的经济效益越明显;结构服役年限越长,加固的性价比越高。  相似文献   

5.
基于地震波局部时频特性影响的框架柱屈服状态研究   总被引:2,自引:0,他引:2  
通过对平面框架在地震作用下非弹性动力分析结果的讨论,根据引起框架中间层节点弯矩平衡方式发生变化的内在变形和受力特点,研究了由于地震波局部时频特性所引起的框架弹性动力反应的变化,以及由此导 致的框架中间节点处弯矩平衡关系和柱端弯矩发生变化的原因和形成过程。  相似文献   

6.
肖诗云  许东 《地震学刊》2009,(6):668-675
根据混凝土单轴动力特性试验,引入了应变率的影响,对规范给出的混凝土应力一应变关系表达式进行了修正;针对只考虑混凝土的动态特性和既考虑混凝土的动态特性、也考虑钢筋的动态特性这两种情况,利用修正的表达式对钢筋混凝土柱的动态特性进行了数值分析。结果表明,混凝土的动态特性对于大偏心柱的承载力影响很小,但对于小偏心柱的极限承载力影响显著;钢筋的动态特性对大、小偏心柱的极限弯矩和极限曲率都有明显的影响。本文还分析了柱的极限弯矩、极限曲率和极限轴力随偏心距变化的规律。  相似文献   

7.
T形截面柱的非线性分析   总被引:6,自引:0,他引:6  
编制了适用于任意截面的钢筋混凝土压弯构件截面的弯矩—曲率非线性分析程序。在此基础上,计算了考虑非线性变形的异形柱弯矩—曲率关系,并研究了翼缘、轴压比等因素对异形柱强度和延性的影响,可作为异形柱研究的参考依据。  相似文献   

8.
针对振动台试验,采用u-p形式控制方程表述饱和砂土的动力属性,选用土的多屈服面塑性本构模型刻画饱和砂土和黏土的力学特性,引入非线性梁-柱单元模拟桩,建立试验受控条件下液化场地群桩-土强震相互作用分析的三维有限元模型,并通过试验结果验证数值建模途径与模拟方法的正确性。以实际工程中常用的2×2群桩为例,建立桩-土-桥梁结构强震反应分析三维有限元模型。基于此,针对不同群桩基础配置对液化场地群桩-土强震相互作用影响展开具体分析。对比发现,桩的数量相同时,桩排列方向与地震波输入方向平行时比垂直时桩基受力减小5%~10%,而对场地液化情况无明显影响;相同排列形式下,三桩模型中土体出现液化的时间约比双桩模型延缓5s,桩上弯矩和剪力减小33%~38%。由此可见,桩基数量增加,桩-土体系整体刚度更大,场地抗液化性能显著,桩基对上部桥梁结构的承载性能明显增强,其安全性与可靠性更高。这对实际桥梁工程抗震设计具有一定的借鉴意义。  相似文献   

9.
针对目前国内外对柱承式钢筋混凝土粮食筒仓特别是群仓结构动力特性研究欠缺的现状,以某粮食储备库项目为背景,采用大型通用有限元软件MIDAS建立了柱承式钢筋混凝土粮食立筒单仓与群仓结构的分析模型,分别考虑空仓和满仓工况进行了模态分析,并提取其各自前六阶振型和自振频率,对单仓与群仓结构进行了对比分析,旨在为群仓结构抗震设计方法的进一步研究提供一定的理论基础。  相似文献   

10.
可液化倾斜场地中桩基动力响应振动台试验研究   总被引:2,自引:1,他引:1       下载免费PDF全文
为研究倾斜场地中桩基的动力响应,以2011年新西兰地震中受损的Dallington桥为原型,设计并完成可液化倾斜场地桥梁桩-土相互作用的振动台模型试验。试验再现了喷砂、冒水、地裂缝、场地流滑等宏观现象。试验结果表明,土层足够的液化势及惯性是造成倾斜场地侧向流滑的必要条件;浅层土相比深层土更易液化,液化层中的加速度由下至上呈现逐渐衰减的趋势,而未液化砂土层却表现为逐渐增大的特征;深部测点的桩侧土压力明显大于浅部测点,且土体的液化会弱化土对结构的压力;结构应变最大值位于上部桥台,而结构弯矩在桩身中部及土层分界面附近出现两个较大值,桩端嵌固及倾斜场地流滑是造成出现两个弯矩较大值的主要原因。  相似文献   

11.
12.
The determination of the coefficient of viscosity of eruptive products gives useful elements to the knowledge of possible variations of composition and physical conditions of the magmas.  相似文献   

13.
14.
Geomagnetism and Aeronomy - The magnetic evolution of the active region of the Sun at the level of the photosphere has been studied. Magnetic synoptic maps of the 2007 Kitt Peak Observatory were...  相似文献   

15.
Until recently, the existing data prevented the geophysicists from accurately dating the Bysy-Yuryakh stratum, which outcrops in the middle reach of the Kotuy River, constraining the time of its formation to a wide interval from the end of the Late Cambrian to the beginning of the Silurian. The obtained paleomagnetic data unambiguously correlate the Bysy-Yuryakh stratum to the Nyaian regional stage and constrain its formation, at least a considerable part of it, by the Tremadocian. This result perfectly agrees with the data on the Bysy-Yuryakh conodonts studied in this work and yields a spectacular example of the successful application of paleomagnetic studies in solving important tasks of stratigraphy and, correspondingly, petroleum geology. Within the Bysy-Yuryakh stratum, we revealed a large normal-polarity interval corresponding to the long (>1 Ma) period when the geomagnetic reversals were absent. This result, in combination with the data for the Tremadocian and Middle–Upper Cambrian sequences of the other regions, indicates that (1) the rate of occurrence of the geomagnetic reversals on the eve of the Ordovician Moyero superchron of reversed polarity was at most one reversal per Ma; (2) the superchron does not switch on instantaneously but is preceded by a certain gradual change in the operation conditions of the dynamo mechanism which, inter alia, manifests itself by the reduction of the frequency of geomagnetic reversals with the approach of the superchron. This finding supports the views according to which a process preparing the establishment of the superchrons takes place at the core–mantle boundary.  相似文献   

16.
Summary A simple model is proposed suitable for studying the effect of the ground layer of the atmosphere, polluted by aerosol, on the albedo. This model is founded on solving the equation of transfer of radiative energy. The numerical results are discussed, particular attention being paid to the analysis of errors due to neglecting the multiple reflection of solar radiation on the aerosol particles. A method which would also include the multiple reflection is proposed, and the conditions under which the presence of the aerosol is responsible for an increase or decrease of the solar radiation balance on the Earth's surface, are analysed.  相似文献   

17.
Резюме Дается вывод формул для вычислений длины хорды, длины и азимутов нормаляных сечений и длины геодезической линии эллипсоида. Применяются тригонометрические функции данных величин и постоянные принятого ргфгргнц-эллипсоида, что является целесообразным при использовании вычислителQjных машин, особенно автоматов. Рабочие формулы рекомендуются в форме (8–11).

Dedicated to Professor František Fiala on His 85th Birthday

Address: Veveři 95, Brno.  相似文献   

18.
Summary The results of two different methods of the determination of the non-linearity of the gravimeter scale are compared; the economy is discussed as well.  相似文献   

19.
Atmospheric temperature and humidity fields as well as information on other meteorological parameters are nowadays retrieved from radiance measurements recorded by operational meteorological satellites. Up to now, the inversion procedures used only take into account crude information on the topography of the Earth’s surface. However, the applied radiative transfer codes have to consider the Earth’s surface as the lower boundary of the atmospheric model and, therefore, need a more precise mean elevation and a classification of the roughness of the Earth’s surface. The influence of the topography of the Earth surface on retrieved temperature profiles is studied by using a physico-statistical inversion method. An objective analysis is made of the more precise mean elevation and derivation of roughness parameters using a new high-resolution digital elevation model (DEM) with a resolution of 500 m×500 m. By means of a geomorphological process and a newly developed topography rejection test, areas with a high surface roughness are localized and singled out. The influence of topography on the retrieved temperature profiles is illustrated by case studies. Changes are found predominantly in areas with a high variation of topography. Using the new high-resolution DEM and the topography rejection test, the geographical position of the calculated temperature profiles tends to be shifted towards areas with a small vertical variation of topography. The mean elevation determined by the new elevation model better characterizes the area observed. Hence, the temperature profiles can be calculated down to lower atmospheric levels. Furthermore, a guess profile better describing the atmospheric situation is selected by the more precise elevation. In addition, the temperature profiles obtained near the coast are improved considerably by the more precise determination of the surface property ‘sea’ and ‘land,’ respectively. Integration of an independent physical information such as topography leads, on average, to a slight improvement of the results of the physico-statistical inversion procedure. In some cases, however, significant improvements have been achieved regarding the desired accuracy of temperature profiles of the order of 1 K. In future, the spatial resolution of new high-resolution sounding instrumentation on the next generation of operational meteorological satellites will be increased. To exploit the resolving power of this new instrumentation, the different variation of the topography of the Earth surface, especially in regions with a high variation of topography, can be taken into account more precisely by using a high-resolution DEM.  相似文献   

20.
Summary The author mentions the aims of the World-wide gravity project he established in the Ohio State University in Columbus, in 1950. He outlines the practical procedure of the gravimetric computations of the undulationsN and the vertical deflection components and and emphasizes that only by the global international cooperation and additional gravity observations at sea carried out during the last decade it has been possible to gather to Columbus the needed gravity material. Since there exist still large gravimetrically unsurveyed areas it is of vital significance to study what gravity anomalies are best to be used for these regions. The given figures concerning the accuracy of theN, and , estimated theoretically and obtained in practice, indicate that in the gravimetrically well surveyed parts of the world like in Europe and the United States we can get gravimetrically on basis of existing gravity material theN-values with accuracy of about 5–10 meters, and and with the accuracy of about 1. The geoid undulationsN are already computed in Columbus for more than 6000 points of the northern hemisphere. The sample maps show the interesting geoid of Europe and vicinity between the latitudes 60° and 30° and longitude 5° W and 30° E, drafted on basis of more than 1000N-values computed at the corners of 1°×1° squares. It is interesting to realize that the geoid undulations in all this area are positive, the extreme values being between 40 and 50 meters. The geophysical significance of the geoid maps of this kind is pointed out.  相似文献   

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