东津水电站引水隧洞进口不良地质段施工

东津水电站引水隧洞进口段工程地质条件恶劣，施工干扰大，渡汛工期紧。采用喷锚支护洞脸边坡，洞口明挖３ｍ浇筑钢筋混凝土明拱和Ｌ形护坡墙；洞身段采用新奥法施工，先打通上导洞；进口４０ｍ分段开挖，分段衬砌；进水塔压板混凝土模板采用门字框架钢支撑；排除了施工干扰，防止了洞口滑塌，进口段塌方的恶性事故发生，保证了引水隧洞工程的顺利施工。     

Excavation of Inlet Tunnels at Geheyan Power Station

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μC／OS—Ⅲ在Cortex—M3处理器上的移植

为了将μC／OS-Ⅲ移植到Cortex—M3处理器上,选用RealView MDK作为软件开发平台,针对Cortex—M3处理器特性编写了移植所需的C语言和汇编语言源代码,并验证了移植的正确性。移植后的μC／OS-Ⅲ能够稳定运行于Cortex～M3处理器上。该移植对大部分Cortex—M3处理器具有通用性,对其他架构处理器的μC／OS-Ⅲ移植具有参考作用。     

Behavioral and electrophysiological activity of (Z,E)-7,9,11-dodecatrienyl formate,a mimic of the major sex pheromone component of carob moth,Ectomyelois ceratoniae

The behavioral and electrophysiological activity of a mimic [(Z,E)7,9,11-dodecatrienyl formate] of the major sex pheromone component [(Z,E) 9,11,13-tetradecatrienal] of carob moth was assessed. Wind-tunnel bioassays demonstrated that the formate was as effective as natural gland extracts, and significantly more effective than the trienal alone or than the trienal blended with two minor pheromone components, in evoking source contact. Dispensers containing the formate were as effective as trienal-containing blend lures in attracting males when placed at the same dosage in traps in date gardens. Single-cell recordings showed that at least two olfactory neurons, differentiated by spike amplitude, are located in the long trichoid hairs on male carob moth antennae. Dose-response relationships indicated that puffs from cartridges loaded with at least 0.1 g of the formate or of the trienal were necessary to elicit spiking by either the small or the large-spiking cell within a sensillum. Cross-adaptation studies demonstrated that both compounds stimulated the same large-spiking cell. The frequencies of spikes evoked from the large cell when stimulated by emissions from 0.1-g, 1-g, or 10-g cartridges of either the formate or the trienal were not significantly different, suggesting that the formate is an effective mimic of the trienal at the antennal receptor cell level.     

The pulse distributed file system

A network of powerful personal computers, linked by a high-speed local area network, is being seen increasingly as an alternative to a traditional centralized time-sharing operating system. The PULSE project is investigating how such a system may be constructed to give the benefits of a self-sufficient personal computer to each user without losing the facilities for communication and sharing of data inherent in centralized systems. In particular, a distributed file system has been built which provides a single global UNIX

1 UNIX is a trademark of Bell Laboratories.

-like hierarchy, with a consistent appearance when accessed from any machine. Replicated copies of files are maintained to improve reliability, increase performance, and enable each machine to run stand-alone, albeit with reduced facilities.     

Simulation of smoke flow and longitudinal ventilation in tunnel fire

1 Introduction The tunnel is one of the important facilities of railroad and highway transportation, and also a throat of railroad and highway. With the development of transportation, there are more and more tunnels. Although the tunnel fire occurs seldo…     

基于局部线性嵌入和支持向量机回归的TBM施工参数预测

依托吉林引松工程开展隧道掘进机（TBM）施工参数预测研究,提出TBM施工数据分段提取算法,提取上升段前30 s的总推进力、刀盘转速、推进速度、刀盘扭矩、刀盘转速电位器设定值、推进速度电位器设定值、贯入度、贯入度指数(FPI)、扭矩切深指数(TPI)9个参数作为输入;通过局部线性嵌入（LLE）完成对上升段数据特征的降维;基于支持向量机回归（SVR）建立TBM施工控制参数（推进速度、刀盘转速）和负载参数（总推进力、刀盘扭矩）预测模型. 分析是否结合前一掘进循环的FPI、TPI指数进行预测对预测效果的影响. 结果表明,上述方法在推进速度、刀盘转速、总推进力、刀盘扭矩的预测中均取得了较好的预测效果,平均预测绝对百分比误差均小于15%,验证了该预测方法的有效性,该方法可以为TBM现场施工提供指导.     

公路隧道钢筋混凝土衬砌碳化耐久性区划

为了构建公路隧道衬砌碳化耐久性的定量设计方法,对比各碳化深度计算模型与实测数据,选定衬砌碳化的最优模型;根据实测数据分析隧道环境温湿度与洞外大气关系,基于全国气象监测站的温湿度数据,建立公路隧道运营环境温湿度区划;考虑公路隧道CO₂的释放源项并参照实测数据,构建隧道运营环境CO₂体积分数的计算方法;以碳化劣化速率梯度相等为原则,对我国隧道碳化环境进行分区,结合分区推荐我国公路隧道衬砌碳化耐久性定量设计的具体方法. 研究发现：隧道环境湿度与大气湿度相当,隧道环境温度变化趋势与大气环境一致,两者均值接近. 公路隧道内部CO₂体积分数与CO体积分数呈线性关系. 云南、贵州区修建的隧道工程衬砌受环境影响较大,西藏、青海、内蒙古、黑龙江、吉林等地区的待建隧道在进行衬砌耐久性设计时可以忽略碳化影响,其余全国大面积区域隧道衬砌的碳化耐久性设计可以对应《混凝土结构耐久性设计标准》中环境作用等级中的“轻度”进行设计.     

大跨越钢管塔双平臂抱杆的风致响应

基于风洞高频天平测力试验,获取抱杆结构在不同风向角和平臂姿态条件下的体型系数;建立施工全过程中典型工况下双平臂抱杆有限元模型,计算得到抱杆结构在多种施工工况和不同风向下的动力时程响应和风振系数,并与高耸结构设计规范的风振系数取值进行比较分析. 结果表明,对于抱杆杆身部分,基于时程分析的风振系数结果沿高度变化规律比规范风振系数更加复杂;对于第一道腰环拉索以上部分,即抱杆顶部悬臂部分,规范给出的风振系数较为保守,显著大于时程分析方法风振系数. 对于抗风最不利工况,抱杆顶部在0°和45°风向角下的时程风振系数分别达到3.05,2.24（45°x向）和2.28（45°y向）.