TECHNICAL PAPERS
Jul 1, 2010

Research in Visualization Techniques for Field Construction

Publication: Journal of Construction Engineering and Management
Volume 137, Issue 10

Abstract

Field construction can be planned, monitored, and controlled at two distinct levels: (1) the activity or schedule level; and (2) the operation or process level. Graphical three-dimensional (3D) visualization can serve as an effective communication method at both levels. Many research efforts in visualizing construction are rooted in scheduling. They typically involve linking activity-based construction schedules and 3D computer-aided design (CAD) models of facilities to describe discretely evolving construction product visualizations (often referred to as four-dimensional CAD). The focus is on communicating what components are built where and when, with the intention of studying the optimal activity sequence, spatial, and temporal interferences. The construction processes or operations actually involved in building the components are usually implied. A second approach in visualizing construction is rooted in discrete-event simulation that, in addition to visualizing evolving construction products, also concerns the visualization of the operations and processes that are performed in building them. In addition to what is built where and when, the approach communicates who builds it and how by depicting the interaction between involved machines, resources, and materials. This paper introduces the two approaches and describes the differences in concept, form, and content between activity level and operations level construction visualization. An example of a structural steel framing operation is presented to elucidate the comparison. This work was originally published in the proceedings of the 2002 IEEE Winter Simulation Conference. This paper expands on the original work by describing recent advances in both activity and operations level construction visualization.

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Acknowledgments

The work presented here has been supported by the National Science Foundation through multiple grants awarded to investigators Kamat, Martinez, Fischer, Peña-Mora, and Savarese. NSF’s support is gratefully acknowledged. Any opinions, findings, and conclusions expressed in this paper are those of the authors and do not necessarily reflect the views of the National Science Foundation.

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Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 137Issue 10October 2011
Pages: 853 - 862

History

Received: Jul 1, 2010
Published online: Jul 1, 2010
Accepted: Jul 21, 2010
Published in print: Oct 1, 2011

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Authors

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Vineet R. Kamat, M.ASCE [email protected]
Associate Professor, Univ. of Michigan (corresponding author). E-mail: [email protected]
Julio C. Martinez, M.ASCE
Associate Professor, Purdue Univ.
Martin Fischer
Professor, Stanford Univ.
Mani Golparvar-Fard, M.ASCE
Associate Professor, Virginia Tech.
Feniosky Peña-Mora, M.ASCE
Professor, Columbia Univ.
Silvio Savarese
Associate Professor, Univ. of Michigan.

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