428
12 Experimental Study on the Residual Seismic Resistance of UHPCC …
GE H, USAMI T. Cyclic tests of concrete-filled steel box columns[J]. Journal of Structural
Engineering, 1996, 122(10): 1169–1177.
Global terrorism database. National consortium for the study of terrorism and responses to terrorism
(START)[EB/OL].(2016). https://www.start.umd.edu/gtd.
Global terrorism database. Information on more than 180000 terrorist attacks[EB/OL].(2018).
https://www.start.umd.edu/gtd.
HAN L H. Concrete-filled steel tube structure-theory and practice[M]. Beijing: Science Press, 2004.
(in Chinese).
HAN L H, HUI Q U, TAO Z, WANG Z F. Experimental behavior of thin-walled steel tube confined
concrete column to RC beam joints under cyclic loading[J]. Steel Structures, 2009, 47(8): 847–
857. (in Chinese).
JGJ/T101-2015. Code for seismic test of buildings[S]. Beijing: Ministry of Construction of the
People’s Republic of China, 2015. (in Chinese).
KYEI C, BRAIMAH A. Effects of transverse reinforcement spacing on the response of reinforced
concrete columns subjected to blast loading[J]. Engineering Structures, 2017, 142: 148–164.
LI J, WU C Q, HAO H, SU Y. Investigation of ultra-high performance concrete under static and
blast loads[J]. International Journal Protection Structures, 2015, 6(3): 403–418.
LI J, WU C Q, HAO H. Residual loading capacity of ultra-high performance concrete columns after
blast loads[J]. International Journal Protection Structures, 2015, 6(4): 649–669.
LI J, WU C Q, HAO H. An experimental and numerical study of reinforced ultra-high performance
concrete slabs under blast loads[J]. Materials & Design, 2015, 82: 64–76.
LI J, HAO H, WU C. Numerical study of precast segmental column under blast loads[J]. Engineering
Structures, 2017, 134: 125–137.
LI J, WU C Q, HAO H, LIU Z X. Post-blast capacity of ultra-high performance concrete columns[J].
Engineering Structures, 2017, 134: 289–302.
LI M, ZONG Z, LIU L, LOU F. Experimental and numerical study on damage mechanism of
CFDST bridge columns subjected to contact explosion[J]. Engineering Structures, 2018, 159:
265–276.
LI M, ZONG Z, HAO H, ZHANG X, LIN J, XIE G. Experimental and numerical study on the
behavior of CFDST columns subjected to close-in blast loading[J]. Engineering Structures, 2019,
185: 203–220.
LIAO F Y, HAN L H, TAO Z. Behavior of composite joints with concrete encased CFST columns
under cyclic loading: Experiments[J]. Engineering Structures, 2014, 59: 745–764.
MA G, LI H, HWANG H. Seismic behavior of low-corroded reinforced concrete short columns in
an over 20-year building structure[J]. Soil Dynamics and Earthquake Engineering, 2018, 106:
90–100.
MANDER J B, PRIESTLEY M J N, PARK R. Theoretical stress-strain model for confined
concrete[J]. Journal of Structural Engineering, 1988, 114(8): 1804–1826.
MOSHERF A, KHANMOHAMMADI M, TEHRANIZADEH. Assessment of the seismic capacity
of main shock-damaged reinforced concrete columns[J]. Bulletin of Earthquake Engineering,
2017, 15: 291–311.
NASSIRNIA M, HEIDARPOUR A, ZHAO X L, MINKKINEN J. Innovative hollow corrugated columns comprising corrugated plates and ultra high-strength steel tubes[J]. Thin-Walled
Structures, 2016, 101: 14–25.
PARK Y J, ANG H S. Mechanistric seismic damage model for reinforced concrete[J]. Journal of
Structural Engineering, 1985, 111(4): 722–739.
RAJPUT A, SHARMA U. Corroded reinforced concrete columns under simulated seismic
loading[J]. Engineering Structures, 2018, 171: 453–463.
REMENNIKOV A M, UY B. Explosive testing and modelling of square tubular steel columns for
near-field detonations[J]. Journal of Constructional Steel Research, 2014, 101: 290–303.
SHI Y, HAO H, LI Z. Numerical derivation of pressure-impulse diagrams for prediction of RC
column damage to blast loads[J]. International Journal of Impact Engineering, 2008, 35(11):
1213–1227.
12 Experimental Study on the Residual Seismic Resistance of UHPCC …
GE H, USAMI T. Cyclic tests of concrete-filled steel box columns[J]. Journal of Structural
Engineering, 1996, 122(10): 1169–1177.
Global terrorism database. National consortium for the study of terrorism and responses to terrorism
(START)[EB/OL].(2016). https://www.start.umd.edu/gtd.
Global terrorism database. Information on more than 180000 terrorist attacks[EB/OL].(2018).
https://www.start.umd.edu/gtd.
HAN L H. Concrete-filled steel tube structure-theory and practice[M]. Beijing: Science Press, 2004.
(in Chinese).
HAN L H, HUI Q U, TAO Z, WANG Z F. Experimental behavior of thin-walled steel tube confined
concrete column to RC beam joints under cyclic loading[J]. Steel Structures, 2009, 47(8): 847–
857. (in Chinese).
JGJ/T101-2015. Code for seismic test of buildings[S]. Beijing: Ministry of Construction of the
People’s Republic of China, 2015. (in Chinese).
KYEI C, BRAIMAH A. Effects of transverse reinforcement spacing on the response of reinforced
concrete columns subjected to blast loading[J]. Engineering Structures, 2017, 142: 148–164.
LI J, WU C Q, HAO H, SU Y. Investigation of ultra-high performance concrete under static and
blast loads[J]. International Journal Protection Structures, 2015, 6(3): 403–418.
LI J, WU C Q, HAO H. Residual loading capacity of ultra-high performance concrete columns after
blast loads[J]. International Journal Protection Structures, 2015, 6(4): 649–669.
LI J, WU C Q, HAO H. An experimental and numerical study of reinforced ultra-high performance
concrete slabs under blast loads[J]. Materials & Design, 2015, 82: 64–76.
LI J, HAO H, WU C. Numerical study of precast segmental column under blast loads[J]. Engineering
Structures, 2017, 134: 125–137.
LI J, WU C Q, HAO H, LIU Z X. Post-blast capacity of ultra-high performance concrete columns[J].
Engineering Structures, 2017, 134: 289–302.
LI M, ZONG Z, LIU L, LOU F. Experimental and numerical study on damage mechanism of
CFDST bridge columns subjected to contact explosion[J]. Engineering Structures, 2018, 159:
265–276.
LI M, ZONG Z, HAO H, ZHANG X, LIN J, XIE G. Experimental and numerical study on the
behavior of CFDST columns subjected to close-in blast loading[J]. Engineering Structures, 2019,
185: 203–220.
LIAO F Y, HAN L H, TAO Z. Behavior of composite joints with concrete encased CFST columns
under cyclic loading: Experiments[J]. Engineering Structures, 2014, 59: 745–764.
MA G, LI H, HWANG H. Seismic behavior of low-corroded reinforced concrete short columns in
an over 20-year building structure[J]. Soil Dynamics and Earthquake Engineering, 2018, 106:
90–100.
MANDER J B, PRIESTLEY M J N, PARK R. Theoretical stress-strain model for confined
concrete[J]. Journal of Structural Engineering, 1988, 114(8): 1804–1826.
MOSHERF A, KHANMOHAMMADI M, TEHRANIZADEH. Assessment of the seismic capacity
of main shock-damaged reinforced concrete columns[J]. Bulletin of Earthquake Engineering,
2017, 15: 291–311.
NASSIRNIA M, HEIDARPOUR A, ZHAO X L, MINKKINEN J. Innovative hollow corrugated columns comprising corrugated plates and ultra high-strength steel tubes[J]. Thin-Walled
Structures, 2016, 101: 14–25.
PARK Y J, ANG H S. Mechanistric seismic damage model for reinforced concrete[J]. Journal of
Structural Engineering, 1985, 111(4): 722–739.
RAJPUT A, SHARMA U. Corroded reinforced concrete columns under simulated seismic
loading[J]. Engineering Structures, 2018, 171: 453–463.
REMENNIKOV A M, UY B. Explosive testing and modelling of square tubular steel columns for
near-field detonations[J]. Journal of Constructional Steel Research, 2014, 101: 290–303.
SHI Y, HAO H, LI Z. Numerical derivation of pressure-impulse diagrams for prediction of RC
column damage to blast loads[J]. International Journal of Impact Engineering, 2008, 35(11):
1213–1227.