This paper describes how float can be calculated exactly for linear schedules by using singularity functions. These functions originate in structural engineering and are newly applied to scheduling. They capture the behavior of an activity or buffer and the range over which it applies and are extensible to an infinite number of change terms. This paper builds upon the critical path analysis for linear schedules, which takes differences between singularity functions and differentiates them. It makes several important case distinctions that extend the earlier concept of rate float. Time and location buffers act along different axis directions. Together with different productivities between and within activities, this can create a complex patt...
AbstractLine-of-Balance (LOB) is a useful analytical tool for repetitive activities in construction ...
Since the early 60\u27s there have been different techniques to schedule linear construction project...
Two fundamental limitations of the Precedence Diagramming Method (PDM), which currently hinder the p...
This paper presents an exact approach of calculating float for each activity in linear schedules. It...
This paper presents an exact approach of calculating float for each activity in linear schedules. It...
This paper describes a new integrated method of linear schedule analysis using singularity functions...
This paper builds on a new methodology of modeling linear schedules with singularity functions. Thes...
The interplay of various managerial dimensions of construction projects requires careful control. So...
Developing and analyzing schedules is essential for suc-cessfully controlling the time aspect of con...
The analysis of project schedules is among the central tasks of construction managers. Parallel to t...
Schedule float is a fundamental concept in construction planning and control that refers to the flex...
activities with float less than or equal to a specified value, usually zero. Float is the amount of ...
DFargFort003International audienceIn project management, three quantities are often used by project ...
Since the early 1960s, there have been different techniques to schedule linear projects, but for the...
The conventional analysis of a resource constrained network produces a single schedule. A measure of...
AbstractLine-of-Balance (LOB) is a useful analytical tool for repetitive activities in construction ...
Since the early 60\u27s there have been different techniques to schedule linear construction project...
Two fundamental limitations of the Precedence Diagramming Method (PDM), which currently hinder the p...
This paper presents an exact approach of calculating float for each activity in linear schedules. It...
This paper presents an exact approach of calculating float for each activity in linear schedules. It...
This paper describes a new integrated method of linear schedule analysis using singularity functions...
This paper builds on a new methodology of modeling linear schedules with singularity functions. Thes...
The interplay of various managerial dimensions of construction projects requires careful control. So...
Developing and analyzing schedules is essential for suc-cessfully controlling the time aspect of con...
The analysis of project schedules is among the central tasks of construction managers. Parallel to t...
Schedule float is a fundamental concept in construction planning and control that refers to the flex...
activities with float less than or equal to a specified value, usually zero. Float is the amount of ...
DFargFort003International audienceIn project management, three quantities are often used by project ...
Since the early 1960s, there have been different techniques to schedule linear projects, but for the...
The conventional analysis of a resource constrained network produces a single schedule. A measure of...
AbstractLine-of-Balance (LOB) is a useful analytical tool for repetitive activities in construction ...
Since the early 60\u27s there have been different techniques to schedule linear construction project...
Two fundamental limitations of the Precedence Diagramming Method (PDM), which currently hinder the p...