The Solenoidal Detector Collaboration (SDC) Detector weighs approximately 32,000 metric tons, and its ability to perform to design specifications is directly related to its internal alignment. The limits of the misalignment tolerance envelope in combination with the detector weight impose a set of tolerance limits of performance directly upon the foundation structure. The foundation must accommodate different detector loading conditions during installation, operation, maintenance, and future enhancements. The foundation must also respond to the loading conditions within a restrictive set of displacement limitations in order to maintain the detector’s critical alignment, thereby guaranteeing its operational integrity. This paper will present the results of this study, which has been issued to the Architect Engineer/ Construction Manager as user requirements of design. The total structural system performance of the combination of both the detector and its foundation will be discussed.
KeywordsLoad Case Foundation Performance Floor Slab Alignment System Concrete Foundation
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- 1.J. Bensinger, “SDC Barrel Steel Definition and Specification Proposal,” Version 2.6, January 14, 1992.Google Scholar
- 2.K.K. Leung and J. L. Western, “An Engineering Design Study of Detector Deformation Limits in the SDC - Detector,” Paper III-E-3, IISSC, New Orleans, Louisiana, March 4–6, 1992.Google Scholar
- 3.J. Cherwinka, editor, “SDC Muon Barrel Toroid Conceptual Design Report Using Long and Short Bolted Blocks,” SSCL/SDC Note: SDC-91–105, September 25, 1991.Google Scholar
- 4.J. Tseng and J. Petry, “SDC Detector Foundation Load Distribution Study,” SSCL/SDC Report: SDT-000015, January 16, 1992.Google Scholar