Damage mitigation and retrofit of non-structural components on buildings subjected to blast loading

Authors

  • David Holgado Stone Security Engineering, San Antonio, TX, USA

DOI:

https://doi.org/10.21754/tecnia.v29i2.714

Keywords:

Blast load, explosion, risk mitigation, reliable desing, non-structure

Abstract

Structures in chemical and petrochemical facilities are often located in areas that may be subjected to blast loading. Occupied buildings typically have non-structural components located along the interior of the exterior walls and roof such as windows, doors, wall mounted AC units, lights, furniture, storage racks, hanging equipment, and loose articles. Occupants of buildings subjected to accidental explosions may be injured from glass fragments and interior non-structural items becoming projectiles and impacting building occupants. As a pressure wave from a blast impacts the exterior of a building, the wall and roof components are rapidly accelerated inward. Equipment or contents mounted on or in contact with the exterior façade are also accelerated and may be dislodged and projected as debris. Items anchored to the ceiling structure can be thrown vertically from the initial forward deflection of the supporting member or break free from their supports and become falling debris hazards. Therefore, evaluation and mitigation of non-structural debris for buildings subjected to blast load is important to further mitigate the potential hazards to personnel occupying these buildings. This paper provides design retrofit recommendations based on accident investigation experience at chemical and refining facilities and engineered solutions for typical hazards commonly observed at these facilities.

Downloads

Download data is not yet available.

References

[1]Ben Harrison, Sanaa Alaoui, “T2 Laboratories Explosion Damage Assessment”, 34th DDESB Explosives Safety Seminar (2010).

[2]Biggs, J.D., “Introduction to Structural Dynamics,” McGraw-Hill Publishing Company, New York, NY, (1964)

[3]"Single-degree-of-freedom Blast Effects Design Spreadsheets(SBEDS)", PDC-TR 06-01 Rev 3, U.S. Army Corps of Engineers Protective Design Center, December 2014

[4]Unified Facilities Criteria (UFC) UFC 3-340-02, Structures to Resist the Effects of Accidental Explosions, September 2014

[5]ASCE Task Committee on Blast-Resistant Design. "Design of Blast-Resistant Buildings in Petrochemical Facilities" 2nd. Edition (2010

Published

2019-08-12

How to Cite

[1]
D. Holgado, “Damage mitigation and retrofit of non-structural components on buildings subjected to blast loading”, TEC, vol. 29, no. 2, p. 125.134, Aug. 2019.

Issue

Section

Earthquake Engineering Design and Evaluation