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考虑拱索效应影响的框架梁抗弯承载力
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作者 蒋前程 《河北联合大学学报(自然科学版)》 CAS 2012年第2期65-70,共6页
通过静载试验研究了"索和拱效应"影响的框架梁承载力,重要研究配筋率等因素对其承载力的影响规律。结果表明,拱效应普遍存在于钢筋混凝土框架梁中,并且显著提高梁的跨中极限承载力,为框结构的抗倒塌提供了理论和实验的证明。
关键词 钢筋混凝土侧向约束框架梁 索效应 抗弯承载力
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斜拉桥面内多重内共振下索-梁-索耦合效应的数值研究 被引量:2
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作者 陈柯帆 李源 +3 位作者 贺拴海 王康 卓鸿杰 宋一凡 《工程力学》 EI CSCD 北大核心 2024年第3期199-213,共15页
斜拉桥相邻拉索间局部模态频率非常接近导致结构易发生多重内共振,振动时索-索间耦合效应通过主梁传递或将影响结构动力特性而加剧拉索振动。针对此问题,该文考虑斜拉索的几何非线性,基于多点弹性支承主梁的集中质量参数体系离散方法,... 斜拉桥相邻拉索间局部模态频率非常接近导致结构易发生多重内共振,振动时索-索间耦合效应通过主梁传递或将影响结构动力特性而加剧拉索振动。针对此问题,该文考虑斜拉索的几何非线性,基于多点弹性支承主梁的集中质量参数体系离散方法,建立了八索-变截面梁的斜拉桥面内整体动力学模型。通过有限差分法和Galerkin方法得到了动力学模型的振动方程组,采用特征值法求解其面内自由振动模态参数并对比了有限元计算结果。运用4阶~5阶Runge-Kutta方法对运动方程进行了数值仿真,结果表明:与不同阶竖向整体模态耦合产生的斜拉索振动彼此间相互独立,能量转换仅发生在共振拉索与对应结构整体模态之间。当多根拉索同时与结构某阶整体模态耦合并产生多重“1∶1”内共振时,索-梁-索耦合效应将影响拉索的动力特性。该文结构面内竖向第7阶整体模态下的索-梁-索耦合效应为激励作用,在此效应影响下,拉索的最大振幅接近单索内共振的2倍;此激励效应与拉索间距呈反相关,而与拉索质量、锚固点对应的振型幅值呈正相关。 展开更多
关键词 桥梁工程 内共振 数值仿真 模态耦合 -梁-耦合效应
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梁拱组合体系桥梁断索效应及安全评价
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作者 闫磊 惠启祥 +2 位作者 闵林涛 祁山白 沈旭 《科学技术与工程》 2024年第32期13960-13968,共9页
为了分析梁拱组合体系桥梁发生断索效应对结构安全性的影响,依托陕西省某在建梁拱组合桥梁,采用有限元数值模拟,对运营期间多种“吊杆突然断裂”的状况进行动力响应分析以及安全性评价。结果表明:受梁-拱组合结构“墩-梁-拱”三者结合作... 为了分析梁拱组合体系桥梁发生断索效应对结构安全性的影响,依托陕西省某在建梁拱组合桥梁,采用有限元数值模拟,对运营期间多种“吊杆突然断裂”的状况进行动力响应分析以及安全性评价。结果表明:受梁-拱组合结构“墩-梁-拱”三者结合作用,断索跨的断索冲击效应显著并对相邻跨有一定的影响,但对其余跨几乎无影响;不同数量的断索发生后结构振动在5 s时间内基本趋于稳定,断索后3种情景下主梁响应幅度相对较小,拱肋相对较大,拱肋动力放大系数(dynamic amplification factor,DAF)最大达到10.5,动力作用下吊杆的需求能力比(demand capacity ratio,DCR)有大幅提高。依托工程在发生断索后短时间内吊杆内力会有数倍的增加,各情景下吊杆动力DCR最大值为40.3%,结构安全储备大幅下降,表明桥梁在断索振动的过程中有吊杆连续断裂的危险,运营过程中应特别注意此类安全事故发生。 展开更多
关键词 梁拱组合体系 索效应 数值模拟 动力放大系数(DAF) 安全性
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矮塔斜拉桥单侧断索和双侧对称断索影响效应分析 被引量:1
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作者 杨东 董福民 +1 位作者 宁晓骏 陈茂 《工业安全与环保》 2022年第1期33-36,共4页
为研究断索现象对矮塔斜拉桥力学性能和安全性的影响,以浙江某实际工程为背景,使用Midas/Civil建立有限元模型,研究单侧单束断索和双侧对称断索两种工况分别对斜拉索索力、塔顶DX位移和主梁跨中弯矩的影响。研究发现:单侧断索对断索侧... 为研究断索现象对矮塔斜拉桥力学性能和安全性的影响,以浙江某实际工程为背景,使用Midas/Civil建立有限元模型,研究单侧单束断索和双侧对称断索两种工况分别对斜拉索索力、塔顶DX位移和主梁跨中弯矩的影响。研究发现:单侧断索对断索侧索力和跨中弯矩、主塔塔顶DX位移的影响较大;双侧对称断索对主塔两侧索力和跨中弯矩影响趋势相同,对边塔塔顶DX位移影响较大;最外侧斜拉索断裂对3个力学指标的影响均为最大,故实际运营中应重视对外侧斜拉索的保护。 展开更多
关键词 矮塔斜拉桥 索效应 斜拉 有限元分析
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Dynamic Characteristics of Long -Span Steel -Concrete CompositeBeam Bridge Based on Vehicle -Bridge Coupling Effect
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作者 WANG Jianxing CAI Ran +1 位作者 JIA Yumeng ZHANG Jianmeng 《吉首大学学报(自然科学版)》 CAS 2024年第5期45-51,共7页
In order to investigate the effect of vehicle-bridge coupling on the dynamic characteristics of the bridge,a steel-concrete composite beam suspension bridge is taken as the research object,and a three-dimensional spat... In order to investigate the effect of vehicle-bridge coupling on the dynamic characteristics of the bridge,a steel-concrete composite beam suspension bridge is taken as the research object,and a three-dimensional spatial model of the bridge and a biaxial vehicle model of the vehicle are established,and then a vehicle-bridge coupling vibration system is constructed on the basis of the Nemak-βmethod,and the impact coefficients of each part of the bridge are obtained under different bridge deck unevenness and vehicle speed.The simulation results show that the bridge deck unevenness has the greatest influence on the vibration response of the bridge,and the bridge impact coefficient increases along with the increase in the level of bridge deck unevenness,and the impact coefficient of the main longitudinal girder and the secondary longitudinal girder achieves the maximum value when the level 4 unevenness is 0.328 and 0.314,respectively;when the vehicle speed is increased,the vibration response of the bridge increases and then decreases,and the impact coefficient of the bridge in the middle of the bridge at a speed of 60 km/h achieves the maximum value of 0.192. 展开更多
关键词 highway bridge vehicle-bridge coupling effect steel-concrete composite beam suspension bridge dynamic characteristics
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浅谈钢筋混凝土建筑抗连续倒塌策略 被引量:1
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作者 孟令国 雷洋 《科技创新导报》 2010年第19期49-49,共1页
本文参考国际上已有的抵抗建筑物发生连续性倒塌的相关研究成果,对钢筋混凝土建筑连续倒塌的发生发展进行了分析,结合我国的实际情况提出了实用的防止钢筋混凝土建筑连续到塌的策略。
关键词 连续倒塌 混凝土结构 索效应 策略
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浅谈纵向配筋率对钢筋混凝土框架梁承载能力的影响 被引量:1
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作者 张华实 雷洋 陈明辉 《科技创新导报》 2010年第17期119-119,共1页
本文基于钢筋混凝土框架梁中的拱效应,说明钢筋混凝土框架梁有比按正常设计时更高的抗弯承载力,使得钢筋混凝土框架梁具有潜在的抗倒塌能力。同时重点分析了在拱效应下,纵向配筋率对钢筋混凝土框架梁承载力的影响。
关键词 钢筋混凝土框架梁 效应 索效应
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Extraction of cable forces due to dead load in cable-stayed bridges under random vehicle loads 被引量:6
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作者 刘小玲 黄侨 +2 位作者 任远 樊叶华 陈平 《Journal of Southeast University(English Edition)》 EI CAS 2015年第3期407-411,共5页
To extract the cable forces due to dead load in cable-stayed bridges from the monitoring data,the effects of various factors are eliminated step by step by different statistical methods.The information of cable tensio... To extract the cable forces due to dead load in cable-stayed bridges from the monitoring data,the effects of various factors are eliminated step by step by different statistical methods.The information of cable tension sensors recorded by the health monitoring system of Nanjing No.3 Yangtze River Bridge is taken as an example. Temperature effects are eliminated by linear fitting analysis;a 5-level wavelet de-noising method is applied to eliminate the noise signal by the wavelet basis function of DB8.The rest cable force data is tested by the method of extreme-value type-Ⅲ distribution, and the fitted location parameter is selected as the cable force due to dead load.The results show that the cable force has a linear relationship with temperature. Sometimes, the temperature effect is significant.Noise effect accounts for a small percentage,and the vehicle loads effect has twice the temperature effect on the traffic volume in 2007. The calculation results of other stay cables verify the reliability and validity of the proposed method. 展开更多
关键词 cable force health monitoring temperature effect distribution fitting
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钢筋混凝土建筑抗连续倒塌对策的研究
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作者 梁世超 江雪梅 《城市地理》 2015年第2X期69-,共1页
在我国,钢筋混凝土建筑在建筑总量中占有很大的比例,因此针对钢筋混凝土建筑符合我国现状的钢筋混凝土建筑中存在的问题和建筑抵抗连续倒塌对策的研究具有重大意义。以下内容是在建筑行业中对钢筋混凝土建筑连续倒塌的研究,同时提出了... 在我国,钢筋混凝土建筑在建筑总量中占有很大的比例,因此针对钢筋混凝土建筑符合我国现状的钢筋混凝土建筑中存在的问题和建筑抵抗连续倒塌对策的研究具有重大意义。以下内容是在建筑行业中对钢筋混凝土建筑连续倒塌的研究,同时提出了防治措施和对策。 展开更多
关键词 连续倒塌混凝土结构索效应对策
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Numerical simulation of the effect of coupling support of bolt-mesh-anchor in deep tunnel 被引量:18
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作者 SUN Xiao-ming CAI Feng +1 位作者 YANG Jun CAO Wu-fu 《Mining Science and Technology》 EI CAS 2009年第3期352-357,共6页
The mechanical effects of bolt-mesh-anchor coupling support in deep tunnels were studied by using a numerical method, based on deep tunnel coupling supporting techniques and non-linear deformation mechanical theory of... The mechanical effects of bolt-mesh-anchor coupling support in deep tunnels were studied by using a numerical method, based on deep tunnel coupling supporting techniques and non-linear deformation mechanical theory of rock mass at great depths.It is shown that the potential of a rigid bolt support can be efficiently activated through the coupling effect between a bolt-net support and the surrounding rock.It is found that the accumulated plastic energy in the surrounding rock can be sufficiently transformed by the coupling effect of a bolt-mesh-tray support.The strength of the surrounding rock mass can be mobilized to control the deforma-tion of the surrounding rock by a pre-stress and time-space effect of the anchor support.The high stress transformation effect can be realized by the mechanical coupling effect of the bolt-mesh-anchor support, whereby the force of the support and deformation of the surrounding rock tends to become uniform, leading to a sustained stability of the tunnel. 展开更多
关键词 mining engineering deep tunnel non-linear large deformation mechanics bolt-mesh-anchor support coupling support effect
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Coffee drinking and pancreatic cancer risk:A meta-analysis of cohort studies 被引量:1
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作者 Jie Dong Jian Zou Xiao-Feng Yu 《World Journal of Gastroenterology》 SCIE CAS CSCD 2011年第9期1204-1210,共7页
AIM:To quantitatively assess the relationship between coffee consumption and incidence of pancreatic cancer in a meta-analysis of cohort studies. METHODS:We searched MEDLINE,EMBASE,Science Citation Index Expanded and ... AIM:To quantitatively assess the relationship between coffee consumption and incidence of pancreatic cancer in a meta-analysis of cohort studies. METHODS:We searched MEDLINE,EMBASE,Science Citation Index Expanded and bibliographies of retrieved articles.Studies were included if they reported relative risks(RRs)and corresponding 95%CIs of pancreatic cancer with respect to frequency of coffee intake.We performed random-effects meta-analyses and metaregressions of study-specific incremental estimates to determine the risk of pancreatic cancer associated with a 1 cup/d increment in coffee consumption. RESULTS:Fourteen studies met the inclusion criteria, which included 671 080 individuals(1496 cancer events) with an average follow-up of 14.9 years.Compared with individuals who did not drink or seldom drank coffee per day,the pooled RR of pancreatic cancer was 0.82 (95%CI:0.69-0.95)for regular coffee drinkers,0.86 (0.76-0.96)for low to moderate coffee drinkers,and 0.68(0.51-0.84)for high drinkers.In subgroup analyses,we noted that,coffee drinking was associated witha reduced risk of pancreatic cancer in men,while this association was not seen in women.These associations were also similar in studies from North America,Europe, and the Asia-Pacific region. CONCLUSION:Findings from this meta-analysis suggest that there is an inverse relationship between coffee drinking and risk of pancreatic cancer. 展开更多
关键词 COFFEE Cohort study META-ANALYSIS Pancreatic neoplasm
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Effect of telehealth interventions on major cardiovascular outcomes: a metaanalysis of randomized controlled trials 被引量:3
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作者 Xiang GU Ye ZHU +8 位作者 Yi ZHANG Lei SUN Zheng-Yu BAO Jian-Hua SHEN Fu-Kun CHEN Hong-Xiao LI Shu-Hang MIAO Jing-Wu WANG Qing-Qing SHI 《Journal of Geriatric Cardiology》 SCIE CAS CSCD 2017年第8期501-508,共8页
Background Telehealth interventions (THI) were associated with lower levels of cardiovascular risk factors in adults, whereas the effect of THI on cardiovascular disease (CVD) still remains controversial. A meta-a... Background Telehealth interventions (THI) were associated with lower levels of cardiovascular risk factors in adults, whereas the effect of THI on cardiovascular disease (CVD) still remains controversial. A meta-analysis was conducted to summarize the evidence from randomized controlled trials (RCT) which investigated potential impact of THI on the incidence of CVD in patients with or without prior CVD. Methods PubMed, EmBase, and the Cochrane Library were searched to identify RCTs to fit our analysis through December 2016. Relative risk (RR) with its 95% confidence interval (CI) was used to measure the effect of THI using a random-effect model. Sensitivity analysis, subgroup analysis, heterogeneity tests, and tests for publication bias were also conducted. Results Eight RCTs were included and with a total of 1635 individuals. The summarized results indicated that participants who received THI showed a significant reduction of the CVD incidence as compared with usual care (RR: 0.59; 95% CI: 0.47-0.74; P 〈 0.001). Furthermore, the effect of THI was greater in patients with history ofCVD (RR: 0.55; 95% CI: 0.44-0.70; P 〈 0.001) than in patients without history ofCVD (RR: 0.99; 95% CI: 0.51-1.94; P = 0.977). Sensitivity analysis suggested that the intervention effect persisted and the conclusion was not changed. Subgroup analysis indi- cated mean age, study quality might play an important role on the risk of CVD. Conclusions The findings of this study indicated THI could reduce the recurrence of CVD. Further large-scale trials are needed to verify the effect of THI on CVD in healthy individuals. 展开更多
关键词 Cardiovascular disease META-ANALYSIS Telehealth interventions
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Analysis on the Efficiency of Visual Search of Taekwondo Athletes with Trait Anxiety
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作者 Liu Shangli 《Review of Global Academics》 2015年第2期558-560,共3页
In order to discuss the efficiency of visual search of the taekwondo athletes with different kinds of trait anxieties, this article has selected 30 taekwondo athletes with high trait anxieties and another 30 ones with... In order to discuss the efficiency of visual search of the taekwondo athletes with different kinds of trait anxieties, this article has selected 30 taekwondo athletes with high trait anxieties and another 30 ones with low trait anxieties as the testees so as to conduct respective investigations on their visual search reaction time and accuracy of reaction. The results show that the reaction time of individuals with high trait anxieties is significantly longer than that of the individuals with low trait anxieties; the reaction time under threatening stimuli is significantly longer than that under no conditions of threatening stimuli; the reaction accuracy rate of visual search reaction of taekwondo athletes under threatening stimuli is significantly lower than that under no threatening stimuli. 展开更多
关键词 trait anxiety visual search ATHLETES
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“法国理论”在法国 被引量:2
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作者 陆扬 《复旦学报(社会科学版)》 CSSCI 北大核心 2013年第2期60-66,156,共7页
"法国理论"可以理解为经过美国包装后法国各派先锋理论的总和。今天它在本土所遭遇的反思命运,也还是带着当年"美国化"的印迹,包括《法国理论》等法国学者的相关著作,被译成英文后又反馈法国,进一步促成了未必是强... "法国理论"可以理解为经过美国包装后法国各派先锋理论的总和。今天它在本土所遭遇的反思命运,也还是带着当年"美国化"的印迹,包括《法国理论》等法国学者的相关著作,被译成英文后又反馈法国,进一步促成了未必是强弩之末的"理论"话语。反思中的一个共识是理论不宜反客为主,不能替代文本和作品分析,当然后者已不复拘泥于从泰纳到朗松的文学史视野。甚至,"法国理论"被认为是批判有余,人文维度终有缺失,所以福柯、德里达这些批判大师的著作,至今还没有走进法国课堂,成为文本分析的对象。但反思中的另一个声音同样值得注意:理论是谦卑的,因为它说到底是要给人性的弱点做出解释。由此给予我们的启示,应是今天来谈"法国理论",并不是怀旧哪个业已分崩离析的黄金时代。脱离具体语境的新术语泛滥诚然不足称道,然用平和的心态来看待"理论",如今或正当其时。 展开更多
关键词 “法国理论” 卡尔效应 库塞 文本分析
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Temperature-induced structural static responses of a long-span steel box girder suspension bridge 被引量:4
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作者 Lin-ren ZHOU Lan CHEN +1 位作者 Yong XIA Ki Young KOO 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2020年第7期580-592,共13页
Temperature is a significant load on bridges,particularly for long-span steel box girder bridges.This study investigates the temperature-induced static responses of a long-span suspension bridge under real service env... Temperature is a significant load on bridges,particularly for long-span steel box girder bridges.This study investigates the temperature-induced static responses of a long-span suspension bridge under real service environmental conditions using numerical simulations and field measurements.Detailed 2 D finite element(FE)models of a typical section for the box girder,main cable,hanger,tower column,and crossbeam are constructed.The thermal boundary conditions are determined strictly according to the surrounding environments of a typical sunny day and applied to the FE models.A transient heat-transfer analysis is performed and the time-dependent temperature and its distribution on the bridge are obtained.In addition,a fine,3 D FE model of the bridge is developed for a structural analysis.The calculated temperatures are applied to the 3 D model and the temperature-induced structural responses are simulated.The simulated temperatures and the associated static responses have good agreement with the measured counterparts and support the numerical simulation method.The main cable and bridge deck make the greatest contributions to the temperature effects on the suspension bridge.The static responses of bridge caused by the design vehicle load are also calculated.The daily variation of the temperature-induced static responses is comparable with,even higher than,that of the design vehicle load. 展开更多
关键词 Long-span suspension bridge Temperature effect Static response Vehicle load Field monitoring
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Elastic catenary cable element considering frictional slip effect 被引量:10
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作者 CAI JianGuo LIM James +2 位作者 FENG Jian XU YiXiang WANG Kai 《Science China(Technological Sciences)》 SCIE EI CAS 2012年第6期1489-1495,共7页
Conventional analysis methods of cable structures do not consider sliding of cables inside the joint,which may lead to inaccuracy of the theoretical behavior of the structure.In order to develop an effective method fo... Conventional analysis methods of cable structures do not consider sliding of cables inside the joint,which may lead to inaccuracy of the theoretical behavior of the structure.In order to develop an effective method for cable sliding,a two-node cable element based on the analytical solution for an elastic catenary was studied.The cable sliding stiffness and the effect of friction were investigated.To validate the proposed numerical method,analyses of two examples given in the literature were conducted.The results demonstrated that the method given in this paper is accurate and effective,and can take into account cable sliding in cable structures.In addition,it was shown that the effect of cable sliding on the behavior of cable structures is significant.It was also shown that the friction at the support hampers the flow of the cable force,leading to unequal cable tensions on both sides of the support. 展开更多
关键词 CABLE elastic catenary FRICTION cable sliding nonlinear analysis
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Search for strong gravitational lensing effect in the current GRB data of BATSE
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作者 LI ChunYu LI LiXin 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2014年第8期1592-1599,共8页
Because gamma-ray bursts (GRBs) trace the high-z universe, there is an appreciable probability for a GRB to be gravitational lensed by galaxies in the universe. Herein we consider the gravitational lensing effect of... Because gamma-ray bursts (GRBs) trace the high-z universe, there is an appreciable probability for a GRB to be gravitational lensed by galaxies in the universe. Herein we consider the gravitational lensing effect of GRBs contributed by the dark matter halos in galaxies. Assuming that all halos have the singular isothermal sphere (SIS) mass profile in the mass range 101~h 1Mo 〈 M 〈 2×10^13h^-1M and all GRB samples follow the intrinsic redshift distribution and luminosity function derived from the Swift LGRBs sample, we calculated the gravitational lensing probability in BATSE, Swift/BAT and Fermi/GBM GRBs, re- spectively. With an derived probability result in BATSE GRBs, we searched for lensed GRB pairs in the BATSE5B GRB Spectral catalog. The search did not find any convincing gravitationally lensed events. We discuss our result and future obser- vations for GRB lensing observation. 展开更多
关键词 star formation galactic halos gravitational lenses and luminous arcs γ-ray sources γ-ray bursts COSMOLOGY
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The spatial scaling effect of the discrete-canopy effective leaf area index retrieved by remote sensing 被引量:5
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作者 FAN WenJie GAI YingYing +1 位作者 XU XiRu YAN BinYan 《Science China Earth Sciences》 SCIE EI CAS 2013年第9期1548-1554,共7页
The leaf area index(LAI) is a critical biophysical variable that describes canopy geometric structures and growth conditions.It is also an important input parameter for climate,energy and carbon cycle models.The scali... The leaf area index(LAI) is a critical biophysical variable that describes canopy geometric structures and growth conditions.It is also an important input parameter for climate,energy and carbon cycle models.The scaling effect of the LAI has always been of concern.Considering the effects of the clumping indices on the BRDF models of discrete canopies,an effective LAI is defined.The effective LAI has the same function of describing the leaf density as does the traditional LAI.Therefore,our study was based on the effective LAI.The spatial scaling effect of discrete canopies significantly differed from that of continuous canopies.Based on the directional second-derivative method of effective LAI retrieval,the mechanism responsible for the spatial scaling effect of the discrete-canopy LAI is discussed and a scaling transformation formula for the effective LAI is suggested in this paper.Theoretical analysis shows that the mean values of effective LAIs retrieved from high-resolution pixels were always equal to or larger than the effective LAIs retrieved from corresponding coarse-resolution pixels.Both the conclusions and the scaling transformation formula were validated with airborne hyperspectral remote sensing imagery obtained in Huailai County,Zhangjiakou,Hebei Province,China.The scaling transformation formula agreed well with the effective LAI retrieved from hyperspectral remote sensing imagery. 展开更多
关键词 The spatial scaling effect of the discrete-canopy effective leaf area index retrieved by remote sensing
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