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1.
压弯构件在主余震作用下的累积损伤试验研究   总被引:1,自引:2,他引:1  
本文对相似比为1:4的三组钢筋混凝土压弯构件模型先后进行了振动台主余震模拟试验和周期性震静力试验,通过试验研究了钢筋混凝土压弯构件在主余震作用下反应与损伤特性,并首次探讨了有损伤压弯构件恢复力模型的特点,在此基础上给出了建立前损伤压弯构件恢复力骨架曲线的一般方法,从而为结构在主余震作用下的随机地震反应分析和有损伤结构的抗震加固奠定了基础。  相似文献   

2.
本文简要评述了现有钢筋混凝土结构地震损伤分析的途径、方法及其合理应用。根据构件的滞回恢复力骨架曲线及卸载刚度退化规律,本文构造一个与构件地震损伤相关的能量参数,并据此提出一种构件地震损伤模型,该模型不显含组合系数α及β,计算较为简便。最后,根据Park and Ang模型导出构件滞回恢复力模型中反向加载曲线的超前指向距离,使构件的滞回恢复力变化描述与构件的地震损伤演化描述具有一致性。  相似文献   

3.
恢复力模型研究现状及存在问题   总被引:7,自引:0,他引:7  
恢复力模型是根据大量从试验中获得的恢复力与变形的关系曲线经适当抽象和简化而得到的实用数学模型,是结构构件的抗震性能在结构弹塑性地震反应分析中的具体体现。对迄今为止国内外关于钢筋、混凝土和钢筋混凝土结构构件的恢复力模型的研究成果进行了汇总和简要评述,分析了现有恢复力模型存在的主要问题,在此基础上提出恢复力模型今后的研究建议。  相似文献   

4.
地震作用后钢筋混凝土框架结构恢复性模拟研究   总被引:1,自引:1,他引:0       下载免费PDF全文
陈竣  罗凡 《地震工程学报》2019,41(3):568-573
钢筋混凝土框架结构在地震冲击后,其刚体退化特性复杂,存在模拟时结果失真明显的问题。为此,在考虑刚度退化规律的基础上进行分析模拟,研究地震冲击下钢筋混凝土框架结构的恢复性。提取地震作用下钢筋混凝土框架结构滞回曲线,通过有限元分析获取不同的特征点,形成恢复力模型的骨架曲线;依据恢复力模型骨架曲线和刚度退化规律,构建滞回曲线,模拟地震作用后钢筋混凝土框架结构恢复过程。在模拟的钢筋混凝土框架结构恢复实验中,层间位移结果低于5 mm、层间绝对加速度和柱底抬升结果的误差均低于0.1 mm;模拟得到结构的弯矩缝隙都能够实现闭合,钢筋混凝土结构未出现屈服现象,说明模拟的结果较好。  相似文献   

5.
多龄期钢框架时变损伤模型研究   总被引:2,自引:0,他引:2       下载免费PDF全文
对3种不同厚度的钢材标准试件进行酸性大气环境气雾加速腐蚀试验,并对锈蚀后的试件进行单向拉伸试验,得到钢材力学性能随失重率的衰变规律。同时考虑构件截面削弱与材料力学性能降低,建立不同锈蚀程度下的钢框架有限元分析模型,利用非线性静力推覆分析得到锈蚀钢框架结构的整体初始刚度随锈蚀程度增大的退化规律,以表征结构因锈蚀造成的损伤。提出同时反映最大变形效应和累积耗能效应的双参数结构整体地震损伤模型,并在此损伤模型的基础上集合钢材材性试验结果及有限元分析结果,提出适用于锈蚀钢结构的"时变"损伤模型。对比分析以层间位移角及时变损伤模型为性能指标建立的不同龄期钢框架结构的地震易损性曲线,结果表明:随着锈蚀程度的增加,在相同地震动强度下结构超越某一极限状态的失效概率均增大。  相似文献   

6.
为实现地震作用下锈蚀钢筋混凝土柱精细化数值模拟分析,基于已有研究成果建立往复荷载作用下锈蚀钢筋与混凝土间的黏结滑移本构模型:结合课题组前期试验结果,采用ABAQUS有限元分析软件对建立的黏结滑移本构模型进行有效性验证,通过对数值计算结果与试验结果之间误差分析,进一步对黏结滑移模型中的摩擦黏结应力系数和退化系数进行修正,最终建立更为合理的锈蚀钢筋与混凝土间黏结滑移本构模型。通过数值计算结果与试验结果的再次比较,验证修正后黏结滑移本构模型的有效性。结果表明:修正后的锈蚀钢筋与混凝土间黏结滑移模型可更好地反映往复荷载作用下锈蚀钢筋混凝土柱的滞回性能。该成果可为地震作用下锈蚀钢筋混凝土结构的数值分析计算提供理论参考。  相似文献   

7.
梁岩  罗小勇  刘攀 《地震学刊》2014,(4):472-478
为研究地震作用下钢筋锈蚀对试件性能退化影响的规律,对6个锈蚀钢筋混凝土受弯构件进行低周反复荷载试验,得到不同锈蚀程度试件的滞回曲线及骨架曲线,分析了钢筋锈蚀对试件强度和刚度的影响。试验发现,随着钢筋锈蚀程度的增大,各试件强度退化基本呈增大趋势;低锈蚀率试件由于锈胀内力的存在,强度退化相对比未锈蚀试件和高锈蚀试件大;随着锈蚀率的增大,试件加载和卸载刚度总体上逐渐减小,且随着位移的增大而持续减小。此外,还分析了锈蚀钢筋混凝土结构刚度退化机理。成果可供锈蚀钢筋混凝土结构抗震性能研究参考。  相似文献   

8.
钢筋混凝土结构基于地震损伤性能的设计   总被引:58,自引:14,他引:44  
本文结合我国地震设防水准,在国内外有关地震损在量研究结果的基础上,提出钢筋混凝土结构地震损伤的“三水准”性能目标;其次,对于剪切型钢筋混凝土结构,提出了结构层间柱-压弯构件三线性恢复力模型参数确定和地震损伤计算方法;第三,提出了地震损伤直接验算和将地震损伤验算归结为变形验算的钢筋混凝土结构地震损伤性能设计方法;最后,通过设计例题说明了本文方法应用的可行性。  相似文献   

9.
火灾后钢筋混凝土压弯构件的抗震性能研究   总被引:6,自引:0,他引:6  
本文在火灾后钢筋与混凝土应力-应变关系试验结果的基础上,通过大量数值计算,给出了火灾后钢筋混凝土压弯构件恢复力架曲线特征参数的统计公式,从而为火灾后剪切型钢筋混凝土结构的地震反应分析及其抗震加固奠定了基础。  相似文献   

10.
多龄期钢框架结构地震损伤模型研究   总被引:1,自引:0,他引:1       下载免费PDF全文
基于ABAQUS非线性有限元分析,通过控制变量法分析得出影响多龄期钢框架地震损伤的主控因素为构件有效截面收缩与钢材极限强度退化。定义广义的锈蚀损伤,并探索锈蚀损伤与未锈蚀原型结构地震损伤的关系,最后建立基于未锈蚀原型结构地震损伤的多龄期结构地震损伤模型。  相似文献   

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《国际泥沙研究》2014,(4):F0003-F0003
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14.
《国际泥沙研究》2014,(2):F0003-F0003
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15.
《国际泥沙研究》2014,(3):F0003-F0003
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The partitioning of rain water into throughfall, stemflow and interception loss when passing through plant canopies depends on properties of the respective plant species, such as leaf area and branch angles. In heterogeneous vegetation, such as tropical forest or polycultural systems, the presence of different plant species may consequently result in a mosaic of situations with respect to quantity and quality of water inputs into the soil. As these processes influence not only the water availability for the plants, but also water infiltration and nutrient leaching, the understanding of plant effects on the repartitioning of rain water may help in the optimization of land use systems and management practices. We measured throughfall and stemflow in a perennial polyculture (multi‐strata agroforestry), monocultures of peach palm (Bactris gasipaes) for fruit and for palmito, a monoculture of cupuaçu (Theobroma grandiflorum), spontaneous fallow and primary forest during one year in central Amazonia, Brazil. The effect on rain water partitioning was measured separately for four useful tree species in the polyculture and for two tree species in the primary forest. Throughfall at two stem distances, and stemflow, differed significantly between tree species, resulting in pronounced spatial patterns of water input into the soil in the polyculture system. For two tree species, peach palm for fruit (Bactris gasipaes) and Brazil nut trees (Bertholletia excelsa), the water input into the soil near the stem was significantly higher than the open‐area rainfall. This could lead to increased nutrient leaching when fertilizer is applied close to the stem of these trees. In the primary forest, such spatial patterns could also be detected, with significantly higher water input near a palm (Oenocarpus bacaba) than near a dicotyledonous tree species (Eschweilera sp.). Interception losses were 6·4% in the polyculture, 13·9 and 12·3% in the peach palm monocultures for fruit and for palmito, respectively, 0·5% in the cupuaçu monoculture and 3·1% in the fallow. With more than 20% of the open‐area rainfall, the highest stemflow contributions to the water input into the soil were measured in the palm monocultures and in the fallow. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

18.
A procedure for short-term rainfall forecasting in real-time is developed and a study of the role of sampling on forecast ability is conducted. Ground level rainfall fields are forecasted using a stochastic space-time rainfall model in state-space form. Updating of the rainfall field in real-time is accomplished using a distributed parameter Kalman filter to optimally combine measurement information and forecast model estimates. The influence of sampling density on forecast accuracy is evaluated using a series of a simulated rainfall events generated with the same stochastic rainfall model. Sampling was conducted at five different network spatial densities. The results quantify the influence of sampling network density on real-time rainfall field forecasting. Statistical analyses of the rainfall field residuals illustrate improvement in one hour lead time forecasts at higher measurement densities.  相似文献   

19.
Red tide, a recurrent phenomenon has become conspicuous in several Kashmir lake ecosystems since 1991. The responsible organism (Euglena pedunculata), a rare flagellate rediscovered in the Kashmir Himalaya (Khan 1993) caused first and unprecedented red tide outbreak, constituting a maximum of 96% of resident numerical phytoplankton density in Dal Lake. At present, conflicting hypotheses exist on the generation of causal assemblage(s) imparting redness to waters: Jeeji Bai (1991) linked its origin to acid precipitation – a fallout of burning oil‐fields during the Gulf War – whilst Khan (1993) holds local factor(s) responsible. Field/experimental studies support the latter contention that the influx of untreated sewage, in unison with warm temperatures, high levels of PhAR, iron and interruption to hydrological flow‐pattern together with absence/or reduction in grazing activity created conducive environmental milieu for red tide outbreak. Dal Lake “red tide” drifted the bloom‐inoculum to other waters, including Lake Wular, where additional ecological niches were carved out, threatening the aesthetic value and biological diversity of Kashmir lakes. Ecological monitoring indicates frequent seasonal red tide occurrence in Dal Lake (including summer‐autumn event of 1998) which testifies its unabated eutrophication status. Further studies are needed on ecological adaptability and biogeographic distribution of this rare and unique red tide‐causing flagellate.  相似文献   

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