Designing a Single-Floor Structure for the Control Room of a Petroleum Refinery and Assessing the Resistance of Such a Structure against Gas Explosion Load
Explosion occurs due to sudden release of energy.
Common examples of explosion include chemical, atomic, heat, and
pressure tank (due to ignition) explosions. Petroleum, gas, and
petrochemical industries operations are threatened by natural risks
and processes. Fires and explosions are the greatest process risks
which cause financial damages.
This study aims at designing a single-floor structure for the control
room of a petroleum refinery to be resistant against gas explosion
loads, and the information related to the structure specifications have
been provided regarding the fact that the structure is made on the
ground's surface. In this research, the lateral stiffness of single pile is
calculated by SPPLN.FOR computer program, and its value for
13624 KN/m single pile has been assessed. The analysis used due to
the loading conditions, is dynamic nonlinear analysis with direct
integration method.
[1] B.R Ellis. and D. Crowhurst, "The response of several LPS
maisonettes to small gas explosions". IStructE/BRE Seminar: Structural
design for Hazardous Loads: The Role of Physical Tests, Construction
Press, New York, 1991.
[2] ESL-TR-87-57, Protective Construction Design Manual,U.S. Air Force
Engineering and Services Center, Tyndall Air Force Base, Florida, 1989.
[3] D Grote, S. Park, and Zhou, M., "Dynamic behaviour of concrete at
high strain rates and pressures", Journal of Impact Engineering, Vol. 25,
Pergamon Press, New York, pp. 869-886, 2001.
[4] A Longinow and KR Mniszewski, "Protecting buildings against vehicle
bomb attacks", Practice Periodical on Structural Design and
Construction , ASCE, New York, pp. 51-54, 1996.
[5] G.H. Norris, R.J Hansen, Holly, M.J., Biggs, J.M., Namyet, S. and
Minami, J.K., Structural design for dynamic loads, McGraw-Hill, New
York, USA. 1959.
[6] "Structures to Resist the Effects of Accidental Explosions", Department
of the Army Technical Manual TM5-1300, Depart of Navy Publication
NA VFAC P-397, Department of Air Force Manual AFM 88-12,
Department of Army, The Navy and the Air Force , (1996).
[1] B.R Ellis. and D. Crowhurst, "The response of several LPS
maisonettes to small gas explosions". IStructE/BRE Seminar: Structural
design for Hazardous Loads: The Role of Physical Tests, Construction
Press, New York, 1991.
[2] ESL-TR-87-57, Protective Construction Design Manual,U.S. Air Force
Engineering and Services Center, Tyndall Air Force Base, Florida, 1989.
[3] D Grote, S. Park, and Zhou, M., "Dynamic behaviour of concrete at
high strain rates and pressures", Journal of Impact Engineering, Vol. 25,
Pergamon Press, New York, pp. 869-886, 2001.
[4] A Longinow and KR Mniszewski, "Protecting buildings against vehicle
bomb attacks", Practice Periodical on Structural Design and
Construction , ASCE, New York, pp. 51-54, 1996.
[5] G.H. Norris, R.J Hansen, Holly, M.J., Biggs, J.M., Namyet, S. and
Minami, J.K., Structural design for dynamic loads, McGraw-Hill, New
York, USA. 1959.
[6] "Structures to Resist the Effects of Accidental Explosions", Department
of the Army Technical Manual TM5-1300, Depart of Navy Publication
NA VFAC P-397, Department of Air Force Manual AFM 88-12,
Department of Army, The Navy and the Air Force , (1996).
@article{"International Journal of Architectural, Civil and Construction Sciences:55385", author = "Amin Lotfi Eghlim and Mehran pourgholi", title = "Designing a Single-Floor Structure for the Control Room of a Petroleum Refinery and Assessing the Resistance of Such a Structure against Gas Explosion Load", abstract = "Explosion occurs due to sudden release of energy.
Common examples of explosion include chemical, atomic, heat, and
pressure tank (due to ignition) explosions. Petroleum, gas, and
petrochemical industries operations are threatened by natural risks
and processes. Fires and explosions are the greatest process risks
which cause financial damages.
This study aims at designing a single-floor structure for the control
room of a petroleum refinery to be resistant against gas explosion
loads, and the information related to the structure specifications have
been provided regarding the fact that the structure is made on the
ground's surface. In this research, the lateral stiffness of single pile is
calculated by SPPLN.FOR computer program, and its value for
13624 KN/m single pile has been assessed. The analysis used due to
the loading conditions, is dynamic nonlinear analysis with direct
integration method.", keywords = "Gas Explosion Load, Petroleum Refinery, Single-Floor Structure", volume = "4", number = "8", pages = "219-4", }