结合实例，详细论述了网络分析法在施工中计算工期索赔是一种科学合理的分析方法。
According to the practice example, this paper discusses that network analytical method is a scientific and feasible one to calculate construction period claiming in the course of construction.
在麻省理工期间，麦卡锡开发出LISP语言，不仅成为人工智能社群的标准程序用语，而且普遍地渗透于计算机世界。
While at MIT, McCarthy developed LISP, which became the standard programming language of the artificial intelligence community, but would also permeate the computing world at large.
一旦你为每个任务预估了工时，你可以根据该公式计算完成每个交付物所需要的工时和工期。 这样你可以对上一步骤交付时间的预估进行更新。
Once you have established the amount of effort for each task, you can workout the effort required for each deliverable and an accurate delivery date.
当施工条件不允许搭设落地式外脚手架时，经过计算采用悬挑式外脚手架，缩短了工期，满足了业主的要求。
If console scaffold is impossible to be put up in some construction condition, after calculation, we found using suspension style scaffold could reduce the construction time and meet owners needs.
本合同工程安装的主体总工期为100天，以施工单位实际进场之日起开始计算。
Total work period of main installation of project shall be 100 days which be calculated on and from the date at which contractor access practically to project site.
所述计算原则和方法也适用于分析截水槽、倒挂井、沉井及其他土石开挖工程在施工期的稳定性。
The presented computation methods are also applicable to stability analysis of catch drain, impended wall, open caisson and other excavation works during construction.
本文介绍一种计算铺轨架桥工期的方法，将一些因素数量化，有一定参考价值。
The paper introduces a method of calculating the time limit for track laying and bridge erecting engineering project, in which several factors are quantized.
提出通过计算各工序优先系数的方法进行资源限定，实现最短工期优化，使该类型的优化从定性优化变成了定量优化，为该类型的优化提供了一个新的求解思路。
This paper puts forward an optimum method by computing the priority coefficient of each working procedure to limit resources and implement the optimization of the shortest time limit for a project.
本文还给出了一种简练的函数构造法，用该方法构造的函数能较好地逼近活动工期概率密度函数，方便了对计划网络图的计算机仿真运算。
It also gives a construction approach for approximating the probability density function of activity duration, which will facilitate the computer simulation of the PERT diagram.
对模糊型网络计划，计算模糊工期风险概率是利用模糊事件概率的普通事件概率表示方法，用常规的概率方法求解。
Using the expression way of general event probability to fuzzy event probability, common method of probability can find fuzzy event period risk for fuzzy network planning.
只需要输入各作业的工期和作业间的关系。然后进行进度计算。
Input duration of each activity and relationships between activity. Then schedule the project.
客观原因造成工期延误的费用赔偿问题，费用计算的方法，工期延误有效期的确定。
The extra cost questions caused by the time delay arouse by the objective factor, the cost calculation methods and period of validity of delay time.
提出了基于模糊网络进度计划的施工索赔工期分析，建立计算模型并使之程序化。
Give the analysis of construction claims construction period based on Fuzzy-network progress plan, and make it as a calculate model program.
不需要，软件将为您计算。输入工期和关系。
Not required, the software will work it out for you after scheduling. Input duration and relationship only.
对比两种方法的计算结果，尝试找到一个合理的计划工期，对工程原工期计划提出一定的建议。
In contrast of the two methods' results, this paper attempts to find reasonable plan duration and make reasonable proposals to the original project duration plan.
对大量仿真计算结果进行统计分析，可以得到总工期及关键路线的概率分布结果，为施工管理提供更多的信息。
After enough turns of simulation, the distribution of the total work period can be determined, at the same time the critical path can be found in the probability concept.
设计模拟了施工全过程，进行坝体的累计温度及自重徐变应力计算，提供施工期末初应力。
The creep stresses computation of accumulated temperature and self weight according to construction process gives the initial stresses at the end of construction.
动态分析法是近年来提出的计算施工延误工期索赔值的一种方法。
As a kind of method expounded in recent this years that calculates the numerical value of time claimed, Dynamic Analysis method d.
计算的施工期防渗墙垂直应力不大，但水库蓄水后有显著增加。
The vertical stress in diaphragm wall is not so high at the end of construction, but will increase considerably after reservoir impounding.
通过工程实例，详细论述了一般工程的工期索赔原因及其计算方法。
In this paper, the reasons for the claim in common project and calculation method are discussed in detail through project…
在有限元法计算结果的基础上，用神经网络方法对洞室施工期应力及变形进行预测。
The stresses and deformations of rocks during tunnel excavation are predicted using an ANN approach based on results of FEM simulation.
通过数值模拟计算，分析了在海底隧道的施工期，从隧道工作面通过排水孔泄水的效果。
Numerical analyses are performed to analyze the water head controlling effect on the tunnel face by drainage holes during the construction of subsea tunnels.
结合苏州轨道交通地下车站工程实例，对大体积混凝土施工期和运行期温度场和应力场进行仿真计算。
According to a construction case of substation in Suzhou, 3D numerical simulation of temperature and stress fields of massive concrete during the construction and operation stages is performed.
结合苏州轨道交通地下车站工程实例，对大体积混凝土施工期和运行期温度场和应力场进行仿真计算。
According to a construction case of substation in Suzhou, 3D numerical simulation of temperature and stress fields of massive concrete during the construction and operation stages is performed.
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