简支梁状态判别的动力响应法

利用动力响应状态特征量为状态指标来判定简支梁在移动质量荷载下的状态是否变化。以矩形截面简支梁为例，考察出现局部损伤的情况，通过对大量计算结果的分析处理，选取对应移动质量荷载的敏感状态特征量－－加速度均方根值，提出了简支梁损伤判别的动力响应法－加速度均方根值法。     

沥青层底裂缝几何函数和权函数分析

为了更好分析沥青路面的裂缝开裂问题，以裂缝面受均匀拉应力为参考荷载，利用有限元方法计算出不同沥青层底裂缝长度的应力强度因子，从而得到不同裂缝长度的离散几何函数值，再根据这些离散几何函数值，为沥青层底裂缝拟合出了3个几何函数F(a/b）。并利用另外两种荷载对这3个几何函分别进行了检验，用3个数根据汉函数理论计算出的应力强度因子和有限元计算出的应力强度因子在所有计算范围内都吻合得很好。利用这几何函数得到了裂缝所有计算范围的权函数，并绘图进行了对比分析。     

A robust decision feedback equalizer for ATSC DTV receivers

Least mean square （LMS） decision feedback equalizer （DFE） is preferred as an effective solution to coping with inter-symbol interference （ISI） for ATSC digital television （DTV） receivers. In DTV transmission environment, echo delay often covers several hundreds symbols, which leads to very large-scale equalizer. One consequence of the large-scale equalizer is the very slow convergence, which combined with error propagation, inherent drawback of DFE, seriously deteriorates the performance of the receivers, especially in severe channels. More working modes and corresponding robust control mechanism were given to help the equalizer converge to the stable state smoothly. Simulation results show that the improved equalizer can perform better, especially in the severe channels.     

港区道路交叉口几何线形安全设计研究

针对港口交通构成以大型货车为主的交通特性,从平面、竖向以及平纵组合角度对港区道路平面交叉口的几何线形安全设计进行研究,以保障港区道路平面交叉口安全,降低事故率及事故伤害。     

Response of the Black Sea mean level to atmospheric pressure and wind forcing

The response of the Black Sea mean level to atmospheric pressure (AP) and wind forcing is investigated using 5 years of TOPEX/POSEIDON (T/P hereafter) data. A coherence analysis is first applied to mean sea level and pressure to examine the validity of the inverse barometer (IB) approximation over this area. As expected, it reveals very significant deviations from an IB response attributed to the narrowness of the Bosphorus Strait and its limiting role in water exchanges. A comparison is drawn with the Mediterranean Sea case. A single basin version of the Candela analytical model [Candela, J., 1991. The Gibraltar Strait and its role in the dynamics of the Mediterranean Sea. Dyn. Atmos. Oceans 15, 267–300], which takes linear friction at the strait into account, is then used. The model explains a significant part of the T/P mean sea level variance (about 30%, while the IB correction only explains 5% of its variance) and provides a means to correct the altimeter data for the pressure effect much better than the standard IB effect. The response of the mean sea level to wind forcing is then analysed. Coherence analysis between sea level and along-strait wind stress (WS) reveals a significant coherence at periods ranging from 40 to 100 days, with an almost steady phase of 270°. This result is confirmed with a multiple coherence analysis (mean sea level vs. WS and AP). A plausible mechanism is a piling-up of water at the northern or southern end of the strait due to along-strait wind forcing. The associated along-strait pressure gradient would modify the barotropic flow in the strait and then the mean sea level. Using an extension of the Candela model, we show that this mechanism is consistent with T/P mean sea level observations.     

套筒滚子链条链节的联接固度及其影响因素分析

链节的联接固度对链条的使用寿命影响很大，通过对销轴与链板配合过盈量、链板孔和销轴的几何形状误差、链板硬度、链节静配合连接中的比压等的分析研究，提高了链节的连接固度。     

单层球面网壳的最不利地震作用分析

同时考虑几何非线性与材料非线性,对单层球面网壳在地震作用下结构的最不利荷载进行分析。通过对场地卓越周期及地震波平台段持时的研究,建立结构动力响应与场地卓越周期及地震波平台段持时之间的关系,明确了何种条件下的荷载为结构最不利外荷载。     

东中国海波浪分布特征研究

以美国国家环境预报中心(NCEP)再分析气象资料作为驱动风场条件,运用第三代海浪模式WAM的第四版本(WAMC4)在西北太平洋海域建立二级嵌套波浪模型,利用连云港、冷家沙现场观测波浪资料对模型进行了验证,检验了该模型在东中国海波浪研究中的适用性针对东中国海进行了连续60年(1950—2909)的波浪后报模拟,在此基础上开展了东中国海波浪时空分布特征研究.结果表明:四季的平均有效波高等值线与岸线形状基本保持一致,且由南向北逐渐递减;有效波高分布的季节差异显著,冬季浪高最大,其次为秋季,春季、夏季最小。通过对比分析平均波浪要素和5%累积频率波浪要素的定量关系发现,在渤海范围内,5%累积频率有效波高与平均有效波高之比约为2.75,黄海与东海大部该比值则分别约为2.50和2.35,而5%累积频率平均周期与平均周期的比值在整个东中国海范围内约为1.45。     

鄂东长江公路大桥活载非线性效应与试验分析

为了分析几何非线性对大跨度斜拉桥的活载效应的影响程度,以鄂东长江公路大桥(主跨926m的双塔双索面混合梁斜拉桥)为背景,利用MIDAS Civil软件建立全桥有限元模型,分别计算该桥在活载作用下考虑非线性效应与不考虑非线性效应的结构内力及位移,并与全桥荷载试验实测结果做对比分析。结果表明:对于鄂东长江公路大桥这样超大跨度的斜拉桥,活载的非线性计算结果更加符合大跨度斜拉桥的实际响应,线性计算结果误差较大,且偏于不安全。     

轨道交通桥梁运营期桥面线形监测数据分析

轨道交通桥梁活载具有单一、变化幅度小等特点,为合理有效评价桥梁结构在运营期是否安全,通过在桥面安装线形监测系统对梁桥面线形进行连续观测.结合轨道交通桥梁桥面线形具有明显的温度长周期效应及活载短周期效应的特点,将桥面线形进行解耦,分解为温度效应线形及活载效应线形,与有限元分析结果进行对比,发现测量值与分析值吻合程度高,且稳定性较好,因此选择单列轻轨列车通过桥梁的线形峰值作为桥面线形阈值报警系统的计算基准值,实现桥面线形监测的实时、自动化报警功能.