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合肥市城市桥梁验算车辆荷载模型分析研究 被引量:6
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作者 颜丹青 王建国 《工程与建设》 2009年第4期452-454,共3页
文章通过对合肥市内几座代表性超载桥梁进行现场车辆超载情况的实地调查,以概率统计计算为基础,绘出荷载总重和轴重直方图,确定出了桥梁验算车辆荷载模型,得出超载车辆荷载最大值分布的0.95分位值作为合肥市桥梁验算车辆荷载标准。所建... 文章通过对合肥市内几座代表性超载桥梁进行现场车辆超载情况的实地调查,以概率统计计算为基础,绘出荷载总重和轴重直方图,确定出了桥梁验算车辆荷载模型,得出超载车辆荷载最大值分布的0.95分位值作为合肥市桥梁验算车辆荷载标准。所建立的验算车辆荷载模型,可供合肥市及其他城市桥梁设计时参考。 展开更多
关键词 城市桥梁 超载车辆荷载 验算车辆荷载模型 随机概率分布 桥梁设计
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薄壁式伞形水塔爆破拆除倾倒失稳验算与实践 被引量:2
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作者 王云茂 罗福友 +3 位作者 刘成敏 陶明 张鑫 肖国喜 《爆破》 CSCD 北大核心 2020年第4期111-115,共5页
薄壁式伞形钢筋砼水塔配筋高,爆破切口角度小,易造成爆而不倒,爆破切口过大,则易产生后坐影响倒塌方向。通过分析两类典型的倾倒验算模型,认为压杆验算模型把水塔的总荷载全部加载至爆破切口范围内的钢筋上是不合理的,其次未考虑预留支... 薄壁式伞形钢筋砼水塔配筋高,爆破切口角度小,易造成爆而不倒,爆破切口过大,则易产生后坐影响倒塌方向。通过分析两类典型的倾倒验算模型,认为压杆验算模型把水塔的总荷载全部加载至爆破切口范围内的钢筋上是不合理的,其次未考虑预留支撑部位的拉力对倒塌的影响,而弯矩、应力验算模型未考虑爆破切口内钢筋产生的支撑抗矩。为此,在弯矩、应力验算模型的基础上建立了新验算模型,倾倒条件为重力矩必须大于支撑体混凝土产生的拉力抗矩、支撑抗矩及爆破切口范围内钢筋的支撑抗矩的总和,同时满足爆破切口形成瞬间,预留区域压应力小于预留区域筒体最大抗压强度。并通过工程实例用该新模型进行了验算,结果显示新验算模型能够满足设计要求。 展开更多
关键词 伞形水塔 拆除爆破 验算模型 失稳验算 支撑强度验算
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相邻基坑连接通道施工技术的研究 被引量:2
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作者 陈康 《建筑施工》 2012年第4期291-292,共2页
上海浦江双辉大厦连接通道工程根据两侧大基坑及其支护体系的现状,运用三维模型验算结构安全状况,对原有南北向对撑进行了优化,改为东西向对撑,从而解放了两侧的钻孔灌注桩排桩,使其和大基坑内原有保留支撑同挖土流程一起,从上向下一同... 上海浦江双辉大厦连接通道工程根据两侧大基坑及其支护体系的现状,运用三维模型验算结构安全状况,对原有南北向对撑进行了优化,改为东西向对撑,从而解放了两侧的钻孔灌注桩排桩,使其和大基坑内原有保留支撑同挖土流程一起,从上向下一同拆除、外运,使分隔墙的拆除、后浇带的封闭工作大大提前,取得了工期和经济效益的双丰收。 展开更多
关键词 建筑基坑 地下连接通道 三维模型验算 支撑及工况优化
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A modified model of a single rock joint's shear behavior in limestone specimens 被引量:3
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作者 Dindarloo Saeid R. Siami-Irdemoosa Elnaz 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2016年第4期577-580,共4页
The shear behavior of a single rock joint in limestone specimens,under a constant normal load(CNL),was analyzed in this study.Test specimens with different asperity roughness were prepared and tested.Goodman's mod... The shear behavior of a single rock joint in limestone specimens,under a constant normal load(CNL),was analyzed in this study.Test specimens with different asperity roughness were prepared and tested.Goodman's model of a rock joint's shear behavior,under CNL,was modified to render a better representation of the data obtained.The model's applicability was validated.The proposed model showed better correlation with experimental data.It also,requires fewer variables.The steps to calculate all the necessary variables for the model are discussed. 展开更多
关键词 Limestone rockjoints Constant normalload Direct shear test Shear behavior
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Investigation on Optimization Design of an Equivalent Water Depth Truncated Mooring System Based on INSGA-Ⅱ 被引量:1
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作者 Huoming Zhang Wenjun Gao Qiang Wang Juan Jiang Zhou Zhao 《Journal of Marine Science and Application》 2012年第2期208-215,共8页
At present,equivalent water depth truncated mooring system optimization design is regarded as the priority of hybrid model testing for deep sea platforms,and will replace the full depth system test in the future.Compa... At present,equivalent water depth truncated mooring system optimization design is regarded as the priority of hybrid model testing for deep sea platforms,and will replace the full depth system test in the future.Compared with the full depth system,the working depth and span are smaller in the truncated one,and the other characteristics maintain more consistency as well.In this paper,an inner turret moored floating production storage & offloading system(FPSO) which works at a water depth of 320m,was selected to be a research example while the truncated water depth was 80m.Furthermore,an improved non-dominated sorting genetic algorithm(INSGA-II) was selected to optimally calculate the equivalent water depth truncated system,considering the stress condition of the total mooring system in both the horizontal and vertical directions,as well as the static characteristic similarity of the representative single mooring line.The results of numerical calculations indicate that the mathematical model is feasible,and the optimization method is fast and effective. 展开更多
关键词 deep sea platforms hybrid model test equivalent water depth truncated mooring system optimization design
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An Improved Method of Structure Damage Diagnosis for Jacket Platforms 被引量:1
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作者 刘娟 黄维平 石湘 《Journal of Marine Science and Application》 2011年第4期485-489,共5页
In the exploitation of ocean oil and gas, many offshore structures may be damaged due to the severe environment, so an effective method of diagnosing structural damage is urgently needed to locate the damage and evalu... In the exploitation of ocean oil and gas, many offshore structures may be damaged due to the severe environment, so an effective method of diagnosing structural damage is urgently needed to locate the damage and evaluate its severity. Genetic algorithms have become some of the most important global optimization tools and been widely used in many fields in recent years because of their simple operation and strong robustness. Based on the natural frequencies and mode shapes of the structure, the damage diagnosis of a jacket offshore platform is attributed to an optimization problem and studied by using a genetic algorithm. According to the principle that the structural stiffness of a certain direction can be greatly affected only when the brace bar in the corresponding direction is damaged, an improved objective function was proposed in this paper targeting measurement noise and the characteristics of modal identification for offshore platforms. This function can be used as fitness function of a genetic algorithm, and both numerical simulation and physical model test results show that the improved method may locate the structural damage and evaluate the severity of a jacket offshore platform satisfactorily while improving the robustness of evolutionary searching and the reliability of damage diagnosis. 展开更多
关键词 damage diagnosis genetic algorithm objective function mode shape error function
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Prediction of Planing Craft Motion Based on Grey System Theory 被引量:3
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作者 沈继红 张长斌 +1 位作者 柴艳有 邹劲 《Journal of Marine Science and Application》 2011年第2期240-245,共6页
In order to minimize the harm caused by the instability of a planing craft, a motion prediction model is essential. This paper analyzed the feasibility of using an MGM(1,N) model in grey system theory to predict pla... In order to minimize the harm caused by the instability of a planing craft, a motion prediction model is essential. This paper analyzed the feasibility of using an MGM(1,N) model in grey system theory to predict planing craft motion and carried out the numerical simulation experiment. According to the characteristics of planing craft motion, a recurrence formula was proposed of the parameter matrix of an MGMfl,N) model. Using this formula, data can be updated in real-time without increasing computational complexity significantly. The results of numerical simulation show that using an MGM(1,N) model to predict planing motion is feasible and useful for prediction. So the method proposed in this study can reflect the planing craft motion mechanism successfully, and has rational and effective functions of forecasting and analyzing trends. 展开更多
关键词 planing craft MGM(1 N) model recurrence formula short-time prediction
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