Influences of axial load on the lateral response of single pile with integral equation method     

Fayun Liang  Haibing Chen  Shengli Chen 《国际地质力学数值与分析法杂志》2012,36(16):1831-1845

This article revisits the influences of axial load on the lateral response of single pile with integral equation method. The problem is formulated by decomposing the pile soil system into an extended elastic soil and a fictitious pile, the former of which is analyzed by making use of the fundamental Mindlin's solution for a concentrated horizontal load whereas the latter is modeled by the conventional beam bending theory. According to the rotation compatibility condition between the fictitious pile and the extended soil, a Fredholm integral equation of the second kind is established with the shear strain and rotation angle of the fictitious pile being the basic unknowns. The bending moment and displacement distribution along the pile are subsequently obtained. Comparison with existing solutions validates the accuracy and applicability of the present formulation. The results of parametric analysis indicate that the influences of axial load on the lateral response of single piles could be significant, and in general, the bending moment and horizontal displacement distributions along the pile increase considerably with the increase of axial load. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Derivation of Parametric Tropical Cyclone Models for Storm Surge Modeling     

王志力  陆永军  耿艳芬 《中国海洋工程》2010,24(2):245-254

In this paper, the parametric tropical cyclone models for storm surge modeling are further developed. Instead of tangential wind speed via cyclostrophic balance and radial wind speed using a simple formulation of defection angle, the analytical expressions of tangential and radial wind speed distribution are derived from the governing momentum equations based on the general symmetric pressure distribution of Holland and Fujita. The radius of the maximum wind is estimated by tropical cyclone wind structure which is characterized by the radial extent of special wind speed. The shape parameter in the pressure model is estimated by the data of several tropical cyclones that occurred in the East China Sea. Finally, the Fred cyclone (typhoon 199417) is calculated, and comparisons of the measured and calculated air pressures and wind speed are presented.  相似文献   

大尺度驱动因子对新疆极端冷事件的单一与耦合影响     

闫小月  姜逢清  刘超  王大刚 《冰川冻土》2022,44(5):1539-1557

全球变暖背景下,偶发极端冷事件产生的重大灾害损失不容忽视。探究区域极端冷事件的大尺度驱动因子的耦合影响,对预估和应对气候变化产生的极端灾害具有重要意义。本文基于新疆1961—2016年53个气象站点的逐日气温资料,通过反距离加权等方法对极端冷事件的时空演变特征进行分析;利用交叉小波变换对6个极端冷指数与大尺度驱动因子——北极涛动（AO）、北大西洋涛动（NAO）和厄尔尼诺-南方涛动（ENSO）进行多尺度分析;使用参数假设检验对大尺度驱动因子单一/耦合模态下的冷指数变化进行统计学显著性检验,随后对大尺度环流机制进行距平合成分析。结果表明：年均冷指数在时间尺度上均有显著性变化,新疆气温有明显的变暖趋势;空间尺度上冷指数在北疆、东疆和伊犁河谷地区的变化幅度远大于其他区域,存在空间差异性。AO、NAO与冷指数的相关性较强,ENSO与冷指数相关关系最弱但存在明显的时滞效应,大尺度驱动因子对极端冷指数的总体影响程度为AO>NAO>ENSO。单一模态下,极端冷事件在AO负位相、NAO负位相和La Ni?a事件期间易发生。耦合模态下,EI Ni?o-AO正位相和EI Ni?o-NAO正位相配置下冷日日数偏多;EI Ni?o-NAO负位相配置时极端低温值更小;La Ni?a-AO负位相和La Ni?a-NAO正位相时极端冷事件发生的可能性更大。EI Ni?o（La Ni?a）事件对AO（NAO）有一定的调制作用。新疆极端冷事件更易出现在La Ni?a-AO负位相、La Ni?a-NAO正位相时期,成因与亚欧大陆中高纬度位势异常导致冷空气路径偏西、乌拉尔阻塞加强与偏北气流影响新疆有关。  相似文献   

几种格点化温度滚动订正预报方案对比研究   总被引：1，自引：1，他引：0  

曾晓青  薛峰  赵瑞霞  赵声蓉 《气象》2019,45(7):1009-1018

为了快速获得更为精准的格点温度预报产品,使用国家信息中心高分辨率、高频次的温度格点多元融合产品和欧洲中期天气预报中心全球模式2 m温度预报场资料,采用8种误差订正方案进行滚动订正预报试验。选择2017年1月1日至2月28日和6月1日至7月31日两个时间段进行两次回报模拟试验,并对订正前后的预报结果进行格点和站点检验分析,结果表明:8种方案对模式直接输出的预报场有正技巧订作用,全格点滑动误差回归模型订正和全格点滑动双因子回归模型订正效果最优,两种方案都能使订正场的格点平均绝对误差在2℃以下,3、6和9 h的格点准确率均在0.9以上。全格点滑动误差回归模型的检验评分略微好于全格点滑动双因子回归模型,表明作为预报模型因子的起报时刻误差场比数值模式因子在短期订正中扮演着更为重要的角色。  相似文献   

动力延伸预报产品在广西月尺度降水滚动预测中的释用   总被引：1，自引：0，他引：1  

何慧  欧艺  覃志年 《气象研究与应用》2009,30(1):15-18

对广西88个站全年各旬月尺度降水距平百分率作自然正交展开(EOF分解),选取累积方差贡献接近75%的前几个主成分为预报量.利用1982年至今的国家气候中心月动力延伸集合预报资料或回算实验资料,从月尺度平均500hPa位势高度、700hPaU、V向水平风速延伸预报场中选取初选预报因子,并运用EOF分解构建成综合预报因子,分别选取其中与各个预报分量相关程度高的主成分建立预报方程,滚动制作广西月尺度降水量预报.91个独立样本试验和实际应用证明,预报效果较好.  相似文献   

起伏地形剖面重磁异常半智能处理解释软件及应用   总被引：10，自引：6，他引：4  

眭素文  于长春  姚长利 《物探与化探》2004,28(1):65-68

简要介绍了起伏地形剖面重磁异常半智能处理解释软件的基本原理和方法技术,及其系统实现方法和主要功能,并对云南某地的实测航磁剖面进行了最优化正反演计算。  相似文献   

Flexural deformation capacity of rectangular RC columns determined by the CAE method     

Iztok Peru&#x;  Karmen Poljan&#x;ek  Peter Fajfar 《地震工程与结构动力学》2006,35(12):1453-1470

A non‐parametric empirical approach, called the conditional average estimator (CAE) method, has been implemented for the estimation of the flexural deformation capacity of reinforced concrete rectangular columns expressed in terms of the ultimate (‘near collapse’) drift. Two databases (PEER and Fardis), which represent subsets of the original databases, were used. Four input parameters were employed in the basic model: axial load index, index related to confinement, shear span index, and concrete compressive strength. The results of analyses suggest that, in general, ultimate drift decreases with increasing axial load index, and increases with better confinement. An increase in the shear span‐to‐depth ratio has a beneficial effect until a turning point is reached. After that the opposite trend can be observed, i.e. a decrease in the ultimate drift with further increasing of the shear span‐to‐depth ratio. No clear trend is observed in the case of concrete compressive strength. The predictions, obtained by using the Fardis database are in general somewhat larger than the predictions from the PEER database, due to the difference in the definition of ultimate drift. The scatter of results is large. The local coefficient of variation, which is a measure for dispersion, amounts to about 0.2–0.5. The ultimate drifts obtained by using the two databases, were compared with the values predicted by the Eurocode 8 empirical formula. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

公路隧道辅助设计软件的新思路研究   总被引：1，自引：0，他引：1  

周建晖  朱合华  刘学增 《岩土工程技术》2006,20(2):71-73,76

研究了现有公路隧道辅助设计软件的思路和技术特点,结合公路隧道设计过程的实际需要,提出了公路隧道辅助设计软件的新思路,即建模和出图采用参数式与交互式相结合,计算、优化与出图集成统一。这些思路已经在作者开发的公路隧道设计软件中实现,证明了技术的可行性。该软件在同济曙光软件平台上开发,具有修改、实时更新的图形建模和出图功能,结合施工过程的有限元及其它数值方法的分析计算功能,并采用遗传算法等多种优化方法对结构进行最优化设计,具有后处理显示、可视化图纸管理、图纸库等功能。该软件能使整个公路隧道设计、计算、出图在统一的环境下完成,能有效提高公路隧道设计的效率。  相似文献   

Multiple‐tuned liquid column dampers for torsional vibration control of structures: theoretical investigation     

Y. L. Xu  K. M. Shum 《地震工程与结构动力学》2003,32(2):309-328

This paper presents a theoretical investigation on the performance of multiple‐tuned liquid column dampers (MTLCD) for reducing torsional vibration of structures in comparison with single‐tuned liquid column dampers (STLCD). The analytical model is first developed for torsional vibration of a structure with an MTLCD under either harmonic excitation or white noise excitation. The experimental results are then used to verify the analytical model for coupled MTLCD‐structure systems under harmonic excitation. The performance of an MTLCD and its beneficial parameters for achieving the maximum torsional response reduction to white noise excitation are finally investigated through an extensive parametric study in terms of the distance from the centre line of the MTLCD to the rotational axis of the structure, the ratio of the horizontal length to the total length of liquid column, frequency bandwidth, head‐loss coefficient, the number of TLCD units in an MTLCD, frequency‐turning ratio and the spectral level of excitation moment. The results show that there is an optimal head‐loss coefficient and an optimal frequency bandwidth for an MTLCD to achieve the maximum torsional response reduction. It is also demonstrated that the sensitivity of an optimized MTLCD to the frequency‐tuning ratio is less than that of an optimized STLCD, and it can be further improved by increasing the bandwidth but at the cost of less torsional vibration reduction. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

Dynamic characteristics and seismic response of adjacent buildings linked by discrete dampers     

W. S. Zhang  Y. L. Xu 《地震工程与结构动力学》1999,28(10):1163-1185

Coupling adjacent buildings using discrete viscoelastic dampers for control of response to low and moderate seismic events is investigated in this paper. The complex modal superposition method is first used to determine dynamic characteristics, mainly modal damping ratio and modal frequency, of damper-linked linear adjacent buildings for practical use. Random seismic response of linear adjacent buildings linked by dampers is then determined by a combination of the complex modal superposition method and the pseudo-excitation method. This combined method can effectively and accurately determine random seismic response of non-classically damped systems in the frequency domain. Parametric studies are finally performed to identify optimal parameters of viscoelastic dampers for achieving the maximum modal damping ratio or the maximum response reduction of adjacent buildings. It is demonstrated that using discrete viscoelastic dampers of proper parameters to link adjacent buildings can reduce random seismic responses significantly. Copyright © 1999 John Wiley & Sons Ltd.  相似文献