Adaptive Reuse of Legacy Military Structures into SCIF-Compliant Facilities: Engineering Constraints and Solutions

  • Authors

    • Yevhen Kidyaykin CEO at EKid. Author

    DOI:

    https://doi.org/10.67228/30716357/IJMRSE-2023PII1Q3J

    Published 12-03-2023

  • SCIF, Adaptive Reuse, ISD 705, RF Shielding, Tempest, Core Drilling, Penetration Sealing, Structural Retrofit, Legacy Military Facilities, Electromagnetic Attenuation

    Issue

    Vol. 6 No. 2 (2023)

    Section

    Articles

    How to Cite

    Adaptive Reuse of Legacy Military Structures into SCIF-Compliant Facilities: Engineering Constraints and Solutions. (2023). International Journal of Modern Research in Science & Engineering, 6(2), 01-11. https://doi.org/10.67228/30716357/IJMRSE-2023PII1Q3J

  • Abstract

    The adaptive reuse of legacy military structures into Sensitive Compartmented Information Facilities (SCIFs) presents a convergence of structural engineering, electromagnetic shielding, and security compliance challenges. This paper develops an engineering framework for assessing the feasibility of such con versions under Intelligence Community Directive (ICD) 705, Intelligence Community Standard (ICS) 705-1, and the IC Technical Specification for ICD/ICS 705. Drawing on published shielding theory, established structural assessment methodology, and current Department of Defense facility criteria, the paper identifies four governing constraint domains: the inherent RF attenuation of legacy building fabric, penetration management, structural capacity for shielded enclosure loads, and hazardous-material remediation. Core drilling methodologies for penetration routing, waveguide-below-cutoff treatment, and penetration sealing are examined against the applicable technical criteria. A parametric lifecycle cost model illustrates the conditions under which adaptive reuse is economically favourable relative to new construction, together with a sensitivity analysis across the governing parameters. All numerical values presented in this paper are modelled illustrative parameters derived from published sources and standard engineering assumptions; they are not measurements from a documented project set. The framework is intended to support early-stage feasibility screening by facility planners, and empirical validation across a documented project set is identified as necessary future work.

  • References

    [1] Office of the Director of National Intelligence, "Intelligence Community Standard 705-02: Standards for the Accreditation and Reciprocal Use of Sensitive Compartmented Information Facilities," Washington, DC, 22 Dec. 2016.

    [2] Department of Defense, "UFC 4-010-05: SCIF/SAPF Planning, Design, and Construction," Washington, DC, 26 May 2023.

    [3] Committee on National Security Systems, "CNSSAM TEMPEST/1-13: RED/BLACK Installation Guidance," Fort Meade, MD, 17 Jan. 2014.

    [4] American Concrete Institute, "ACI 364.1R-19: Guide for Assessment of Concrete Structures before Rehabilitation," Farmington Hills, MI, 2019.

    [5] D. M. Pozar, Microwave Engineering, 4th ed. Hoboken, NJ: John Wiley & Sons, 2012, pp. 112–148.

    [6] IEEE Standard Method for Measuring the Effectiveness of Electromagnetic Shielding Enclosures, IEEE Std 299-2006, 2006.

    [7] American Society of Civil Engineers, "ASCE 41-17: Seismic Evaluation and Retrofit of Existing Buildings," Reston, VA, 2017.

    [8] S.-Y. Hyun et al., "Analysis of shielding effectiveness of reinforced concrete against high-altitude electromagnetic pulse," IEEE Trans. Electromagn. Compat., vol. 56, no. 6, pp. 1488–1496, Dec. 2014, doi: 10.1109/TEMC.2014.2322911.

    [9] National Institute of Building Sciences, "Whole Building Design Guide: Secure/Safe Criteria," Washington, DC, 2022.

    [10] American Concrete Institute, "ACI 562-19: Code Requirements for Assessment, Repair, and Rehabilitation of Existing Concrete Structures and Commentary," Farmington Hills, MI, 2019.

    [11] S. Celozzi, R. Araneo, and G. Lovat, Electromagnetic Shielding. Hoboken, NJ: John Wiley & Sons, 2008.

    [12] Department of Defense, "UFC 3-340-02: Structures to Resist the Effects of Accidental Explosions," Washington, DC, 2014.

    [13] American Concrete Institute, "ACI 440.2R-17: Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures," Farmington Hills, MI, 2017.

    [14] ASTM International, "ASTM E917-17: Standard Practice for Measuring Life-Cycle Costs of Buildings and Building Systems," West Conshohocken, PA, 2017.

    [15] Department of Defense, "UFC 4-010-01: DoD Minimum Antiterrorism Standards for Buildings," Washington, DC, 2018.

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