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1、工程概况
攀矿机车车辆厂(含电机车修理间等8个二级建(构)筑物),层数1-3层,高度6~9m,单位荷重200-300kPa),机车车辆厂址为在原有基础上改扩建。拟建场地位于攀矿朱家包原五道河河谷地带,场地西北面为朱矿露天采场,西南毗邻朱矿矿山站,北东为朱兰公路及隐伏老五道河河道。拟建建筑物场区原为一山间河谷地带部,自1972年将矿山剥离及山脊削方废土、石等堆填于河谷内,至1974年基本填平,距今已有20多年。现场内人工填土地面标高介于1265.96-1274.84m,由北东向南西方向倾斜,填土厚度一般约20~30m。 相似文献
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Risk Based Optimal Inspection and Repair Planning for Ship Structures Subjected to Corrosion Deterioration 总被引:1,自引:1,他引:1
A framework of risk based inspection and repair planning was presented to optimize for the ship structures subjected to corrosion deterioration. The planning problem was formulated as an optimization problem where the expected lifetime costs were minimized with a eonstraint on the minimum aceeptable rehability index. The safety margins were established for the inspection events, the repair events and the failure events for ship struetures. Moreover, the formulae were derived to calculate failure probabihties and repair probabilities. Based on them, a component subjected to corrosion is investigated for illustration of the process of selecting the optimal inspection and repair strategy. Furthermore, some sensitivity studies were provided. The results show that the optimal inspection instants should take place before the reliability index reaches the minimum acceptable reliability index. The optimal target failure probability is 10^-3. In addition, a balance can be achieved between the risk cost and total expected inspection and repair costs by means of the risk-based optimal inspection and repair method, which is very effective in selecting the optimal inspection and repair strategy. 相似文献
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根据使用、维修经验,介绍了PC-1500计算机的使用维护常识和一些常见故障的修理方法。 相似文献
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载有7名航天员的阿特兰蒂斯号航天飞机于美国东部时间2009年5月11日14时01分(北京时间12日2时01分)发射升空,对“哈勃”空间望远镜进行了最后一次维修升级。在飞行期间,航天员为“哈勃”安装了两台新的科学仪器,修复和升级“哈勃”近1/3的系统。维修之后,“哈勃”的探测能力将增强90倍,工作寿命将延长到2014年。 相似文献
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Rapid repair of severely earthquake-damaged bridge piers with flexural-shear failure mode 总被引:1,自引:1,他引:0
An experimental study was conducted to investigate the feasibility of a proposed rapid repair technique for severely earthquake-damaged
bridge piers with flexural-shear failure mode. Six circular pier specimens were first tested to severe damage in flexural-shear
mode and repaired using early-strength concrete with high-fluidity and carbon fiber reinforced polymers (CFRP). After about
four days, the repaired specimens were tested to failure again. The seismic behavior of the repaired specimens was evaluated
and compared to the original specimens. Test results indicate that the proposed repair technique is highly effective. Both
shear strength and lateral displacement of the repaired piers increased when compared to the original specimens, and the failure
mechanism of the piers shifted from flexural-shear failure to ductile flexural failure. Finally, a simple design model based
on the Seible formulation for post-earthquake repair design was compared to the experimental results. It is concluded that
the design equation for bridge pier strengthening before an earthquake could be applicable to seismic repairs after an earthquake
if the shear strength contribution of the spiral bars in the repaired piers is disregarded and 1.5 times more FRP sheets is
provided. 相似文献
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