Explosive terrorist attacks targeting critical buildings and infrastructure systems pose a formidable threat worldwide, having caused 12,425 casualties and $20 billion in direct economic losses in 2015 alone. Designers of these critical buildings attempt to minimize the security risks to site personnel and buildings by analyzing and selecting the most effective combination of: (1) increasing the standoff distance between site assets and potential locations of explosive attacks; (2) constructing blast-mitigating perimeter walls; and (3) hardening site facilities. To support designers in this critical and challenging task, this paper presents the development of a multi-objective optimization model capable of generating optimal tradeoffs between minimizing total site destruction levels and minimizing site construction costs. The model computations are performed utilizing the nondominated sorting genetic algorithm II (NSGA-II) because of its proven capability in modeling non-linear objective functions and constraints, and its successful modeling of previous facility layout problems. The model performance was evaluated using a case study of a hypothetical military forward operating base, and the results illustrated the novel capabilities of the developed model in identifying design configurations that generate optimal tradeoffs between the aforementioned optimization objectives. These capabilities are expected to support designers in their ongoing efforts to construct cost-effective sites that minimize the security risks to personnel and buildings from the threat of explosive terrorist attacks.
[1]
Ahmed Khalafallah,et al.
Minimizing Construction-Related Security Risks during Airport Expansion Projects
,
2008
.
[2]
A M Khalafallah.
Assessing the Performance of the Non-Dominated Sorting Genetic Algorithm in Optimizing Construction Site Planning
,
2014
.
[3]
S. Schuldt,et al.
Quantifying Blast Effects on Constructed Facilities behind Blast Walls
,
2017
.
[4]
Kalyanmoy Deb,et al.
A fast and elitist multiobjective genetic algorithm: NSGA-II
,
2002,
IEEE Trans. Evol. Comput..
[5]
M. Hester,et al.
Reference manual to mitigate potential terrorist attacks against buildings
,
2003
.
[6]
P. D. Smith,et al.
PROTECTION OF STRUCTURES AGAINST AIRBURST USING BARRIERS OF LIMITED ROBUSTNESS.
,
1998
.
[7]
Li Zhang,et al.
Performance based investigation on the construction of anti-blast water wall
,
2015
.
[8]
Zongmin Li,et al.
Bilevel and multi-objective dynamic construction site layout and security planning
,
2015
.
[9]
P. D. Smith,et al.
The effectiveness of walls designed for the protection of structures against airblast from high explosives
,
1995
.
[10]
Mary E Beyer.
Blast Loads Behind Vertical Walls
,
1986
.
[11]
Khaled A El-Rayes,et al.
Optimizing the planning of construction site security for critical infrastructure projects
,
2010
.
[12]
N. Rattanawangcharoen,et al.
Experimental testing and numerical modeling of soil-filled concertainer walls
,
2008
.