Citation: | LU Xinzheng, YUE Qingrui, XU Zhen, WANG Yixing, GU Donglian, TIAN Yuan. A Review on Novel Seismic Secondary Disasters in Urban Dense Building Areas[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(2): 25-34. doi: 10.3724/j.gyjzG23121501 |
[1] |
CORNELL C A, JALAYER F, HAMBURGER R O,et al. Probabilistic basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines[J]. Journal of Structural Engineering-asce, 2002,128:526-533.
|
[2] |
ROSSETTO T, ELNASHAI A S. A new analytical procedure for the derivation of displacement-based vulnerability curves for populations of RC structures[J]. Engineering Structures, 2005,27:397-409.
|
[3] |
ELLINGWOOD B. Mitigating risk from abnormal loads and progressive collapse[J]. Journal of Performance of Constructed Facilities, 2006,20:315-323.
|
[4] |
ZAREIAN F, KRAWINKLER H. Assessment of probability of collapse and design for collapse safety[J]. Earthquake Engineering and Structural Dynamics, 2007,36(13):1901-1914.
|
[5] |
KHANDELWAL K, EL-TAWIL S, KUNNATH S K, et al. Macromodel-based simulation of progressive collapse:steel frame structures[J]. Journal of Structural Engineering-ASCE, 2008,134:1070-1078.
|
[6] |
LI Y, LU X Z, GUAN H, et al. An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures[J]. Engineering Structures, 2011,33:2931-2942.
|
[7] |
BRUNESI E, NASCIMBENE R, PARISI F, et al. Progressive collapse fragility of reinforced concrete framed structures through incremental dynamic analysis[J]. Engineering Structures, 2015,104:65-79.
|
[8] |
BRUNESI E, PARISI F. Progressive collapse fragility models of European reinforced concrete framed buildings based on pushdown analysis[J]. Engineering Structures,2017, 152:579-596.
|
[9] |
BENTO R, SIMES A G. Seismic performance assessment of buildings[J]. Buildings,2021,11(10):440.
|
[10] |
PEARSON C, DELATTE N J. Ronan Point apartment tower collapse and its effect on building codes[J]. Journal of Performance of Constructed Facilities, 2005,19:172-177.
|
[11] |
YI W, HE Q, XIAO Y, et al.Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures[J]. ACI Structural Journal, 2008,105:433-439.
|
[12] |
IZZUDDIN B A, VLASSIS A G, ELGHAZOULI A Y, et al. Progressive collapse of multi-storey buildings due to sudden column loss-Part I:simplified assessment framework[J]. Engineering Structures, 2008,30:1308-1318.
|
[13] |
EADS L A, MIRANDA E, KRAWINKLER H, et al. An efficient method for estimating the collapse risk of structures in seismic regions[J]. Earthquake Engineering and Structural Dynamics,2013, 42(1):25-41.
|
[14] |
ADAM J M, PARISI F, SAGASETA J, et al. Research and practice on progressive collapse and robustness of building structures in the 21st century[J]. Engineering Structures,2018,173:122-149.
|
[15] |
EREN N A, BRUNESI E, NASCIMBENE R. Influence of masonry infills on the progressive collapse resistance of reinforced concrete framed buildings[J]. Engineering Structures,2019,178:375-394.
|
[16] |
VILLAVERDE R. Methods to assess the seismic collapse capacity of building structures:state of the art[J]. Structural Engineering ASCE, 2007(133):57-66.
|
[17] |
LU X, LU X Z, GUAN H, et al. Collapse simulation of reinforced concrete high-rise building induced by extreme earthquakes[J]. Earthquake Engineering and Structural Dynamics, 2013,(42):705-723.
|
[18] |
XU Z, LU X Z, GUAN H, et al. Progressive-collapse simulation and critical region identifi cation of a stone arch bridge[J]. Journal of Performance of Constructed Facilities ASCE, 2013, 27(1):43-52.
|
[19] |
LI Y, LU X Z, GUAN H, et al. An energy-based assessment on dynamic amplification factor for linear static analysis in progressive collapse design of ductile RC frame structures[J]. Advances in Structural Engineering, 2014,17:1217-1225.
|
[20] |
ELLIDOKUZ H, UCKU R, AYDIN U Y, et al. Risk factors for death and injuries in earthquake:cross-sectional study from Afyon, Turkey[J]. Croatian Medical Journal, 2015,(46):613-618.
|
[21] |
JOHNSTON D, STANDRING S, RONAN K, et al. The 2010/2011 Canterbury earthquakes:context and cause of injury[J]. Natural Hazards, 2014,73(2):627-637.
|
[22] |
LU X Z, YANG Z B, GIAN P C, et al. Pedestrian evacuation simulation under the scenario with earthquake-induced falling debris[J]. Safety Science, 2019, 114:61-67.
|
[23] |
CALVIG M, BOLOGNINI D.Seismic response of reinforced concrete frames infilled with weakly reinforced masonry panels[J]. Journal of Earthquake Engineering,2001,5(2):153-185.
|
[24] |
ANGEL R,ABRAMS D P,SHAPIRO D,et al. Behavior of reinforced concrete frames with masonry infills[R].Urbana:University of Illinois Engineering Experiment Station. University of Illinois at Urbana-Champaign,1994.
|
[25] |
DAWE J L,SEAH C K. Out-of-plane resistance of concrete masonry infilled panels[J].Canadian Journal of Civil Engineering,1989,16(6):854-864.
|
[26] |
TU Y H,LIU P M,LIN H P.Out-of-plane experimental response of strong masonry infills[C]//Structures Congress:New Horizons and Better Practices. Long Beach:ASCE,2007:1-10.
|
[27] |
TU Y H,CHUANG T H,LIU P M,et al.Out-of-plane shaking table tests on unreinforced masonry panels in RC frames[J]. Engineering Structures,2010,32(12):3925-3935.
|
[28] |
HAK S,MORANDI P,MAGENES G.Out-of-plane experimental response of strong masonry infills[C]//European Conference on Earthquake Engineering and Seismology. 2014:139-144.
|
[29] |
DAFNIS A,KOLSCH H,REIMERDES H,et al. Arching in masonry walls subjected to earthquake motions[J]. Journal of Structural Engineering, 2002, 128(2):153-159.
|
[30] |
XIE X X, QU Z, FU H R, et al. Effect of prior in-plane damage on the out-of-plane behavior of masonry infill walls[J]. Engineering Structures, 2021, 226:111380.
|
[31] |
LU X Z, YANG Z B, CHEA C, et al. Experimental study on earthquake-induced falling debris of exterior infill walls and its impact to pedestrian evacuation[J]. International Journal of Disaster Risk Reduction, 2020, 43:101372.
|
[32] |
TIAN Y, YANG Z B, CHEN W, et al. Pseudo static experimental study on spider-supported glass curtain walls[J]. Glass Structures and Engineering, 2022, 7:681-691.
|
[33] |
XU Z, LU X Z, GUAN H, TIAN Y, et al. Simulation of earthquake-induced hazards of falling exterior non-structural components and its application to emergency shelter design[J]. Natural Hazards, 2016, 80(2):935-950.
|
[34] |
QUAGLIARINI E, BERNARDINI G, WAZINSKI C, et al. Urban scenarios modifications due to the earthquake:ruins formation criteria and interactions with pedestrians'evacuation[J]. Bulletin of Earthquake Engineering, 2016,14(4):1071-1101.
|
[35] |
BERNARDINI G, D'ORAZIO M, QUAGLIARINI E. Towards a "behavioural design" approach for seismic risk reduction strategies of buildings and their environment[J]. Safety Science, 2016,(86):273-294.
|
[36] |
YU J, ZHANG C R, WEN J H, et al. Integrating multi-agent evacuation simulation and multi-criteria evaluation for spatial allocation of urban emergency shelters[J]. International Journal of Geographical Information Science, 2018, 32(9):1884-1910.
|
[37] |
ZLATESKI A, LUCESOLI M, BERNARDINI G, et al. Integrating human behaviour and building vulnerability for the assessment and mitigation of seismic risk in historic centres:proposal of a holistic human-centred simulation-based approach[J]. International Journal of Disaster Risk Reduction, 2020,43:101392.
|
[38] |
D'ORAZIO M, QUAGLIARINI E, BERNARDINI G, et al. EPES-Earthquake pedestrians'evacuation simulator:a tool for predicting earthquake pedestrians'evacuation in urban outdoor scenarios[J]. International Journal of Disaster Risk Reduction, 2014, 10:153-177.
|
[39] |
D'ORAZIO M, SPALAZZI L, QUAGLIARINI E, et al. Agent-based model for earthquake pedestrians'evacuation in urban outdoor scenarios:behavioural patterns definition and evacuation paths choice[J]. Safety Science,2014, 62:450-465.
|
[40] |
OSARAGI T, MORISAWA T, OKI T. Simulation model of evacuation behavior following a large-scale earthquake that takes into account various attributes of residents and transient occupants[C]//The 6th International Conference on Pedestrian and Evacuation Dynamics. Zurich, Swiss:2012.
|
[41] |
DE IULIIS M, BATTEGAZZORRE E, DOMANESCHI M, et al. Large scale simulation of pedestrian seismic evacuation including panic behavior[J]. Sustainable Cities and Society, 2023,94:104527.
|
[42] |
杨哲飚.城市多尺度地震灾害情境模拟及可视化[D].北京:清华大学,2022.
|
[43] |
SATHIPARAN N. Mesh type seismic retrofitting for masonry structures:critical issues and possible strategies[J]. European Journal of Environmental and Civil Engineering, 2015, 19(9):1136-1154.
|
[44] |
SUZUKI K, MATSUBARA Y. Causes and Progress of Fires Following the 1995 Southern Hyogo Prefecture Earthquake, in:Proceedings of Annual Meeting[J]. Japan Association for Fire Science and Engineering, 1998:154-157.
|
[45] |
TOMOAKI N, TAKEYOSHI T, AKIHIKO H. An evaluation method for the urban post-earthquake fire risk considering multiple scenarios of fire spread and evacuation[J]. Fire Safety Journal,2012,54:167-180.
|
[46] |
MURATA A, IWAMI T, HOKUGO A, et al. Mechanism of the outbreak of fire in the 1995 Hyogo-Ken Nambu Earthquake:in comparison with past earthquake fire cases[J]. Journal of Architecture and Planning (Transactions of AIJ), 2001, 66:1-8.
|
[47] |
ZHAO S, XIONG L Y, REN A Z. A spatial-temporal stochastic simulation of fire outbreaks following earthquake base on GIS[J]. Fire Safety, 2006,24(4):313-339.
|
[48] |
ZOLFAGHARI M R, PEYGHALEH E, NASIRZADEH G. Fire following earthquake, intrastructure ignition modeling[J]. Fire Safety, 2009, 27(1):45-79.
|
[49] |
DAVIDSON R A. Modeling postearthquake fire ignitions using generalized linear (mixed) models[J]. Journal of Infrastructure Systems, 2009(15):351-360.
|
[50] |
YILDIZ S S, KARAMAN H. Post-earthquake ignition vulnerability assessment of Küçükçekmece district[J]. Natural Hazards and Earth System Sciences Discussions, 2013, 1(3):2005-2040.
|
[51] |
ANDERSON D, DAVIDSON R A, HIMOTO K, et al. Statistical modeling of fire occurrence using data from the Tōhoku Japan earthquake and tsunami[J]. Risk Analysis, 2016,36(2):183-430.
|
[52] |
REN A Z, XIE X Y. The simulation of post-earthquake fire-prone area based on GIS[J]. Journal of Fire Sciences,2004, 22(5):421-439.
|
[53] |
HAMADA M. On the rate of five spread, disaster research[R]. Japan:Norlife Insur. Rating Organ. Japan 1, 1951:35-44.
|
[54] |
LEE S W, DAVIDSON R A. Physics-based simulation model of post-earthquake fire spread[J]. Journal of Earthquake Engineering, 2010, 14(5):670-687.
|
[55] |
LEE S W, DAVIDSON R A. Application of a physics-based simulation model to examine post-earthquake fire spread[J]. Journal of Earthquake Engineering, 2010, 14(5):688-705.
|
[56] |
MENG X J, ZHAO J P. Cellular automata modeling of fire spread based on post-earthquake fire risk assessment of urban area[J]. Advanced Materials Research, 2011,368-373:732-738.
|
[57] |
ZHAO S J. Simulation of mass fire-spread in urban densely built areas based on irregular coarse Cellular automae[J].Fire Technology, 2011,47(3):721-749.
|
[58] |
RAFIA M M, AZIZ T, LODI S H. A suggested model for mass fire spread[J]. Sustainable and Resilient Infrastructure, 2020, 5(4):214-231.
|
[59] |
THOMAS G, HERON D, COUSINS J, et al. Modeling and estimating post-earthquake fire spread[J]. Earthquake Spectra,2012, 28(2):795-810.
|
[60] |
COUSINS J, THOMAS G, HERON D, et al. Probabilistic modeling of post-earthquake fire in Wellington, New Zealand[J]. Earthquake Spectra, 2012, 28(2):553-571.
|
[61] |
HIMOTO K, MUKAIBO K, AKIMOTO Y, et al. A physics-based model for post-earthquake fire spread considering damage to building components caused by seismic motion and heating by fire[J]. Earthquake Spectra, 2013, 29(3):793-816.
|
[62] |
HU L H, FONG N K, YANG L Z, et al. Modeling fire-induced smoke spread and carbon monoxide transportation in a long channel:fire dynamics simulator comparisons with measured data[J]. Journal of Hazardous Materials, 2007,140(1-2):293-298.
|
[63] |
CHA M, HAN S, LEE J, et al. A virtual reality based fire training simulator integrated with fire dynamics data[J]. Fire Safety Journal, 2012,50:12-24.
|
[64] |
ZALOK E, HADJISOPHOCLEOUS G V. Assessment of the use of fire dynamics simulator in performance-based design[J]. Fire Technology, 2011,47(4):1081-1100.
|
[65] |
ŠULC S,ŠMILAUER V, PATZÁK B, et al. Linked simulation for fire-exposed elements using CFD and thermo-mechanical models[J]. Advances in Engineering Software, 2019,131:12-22.
|
[66] |
LU X Z, ZENG X, XU Z, et al. Physics-based simulation and high-fidelity visualization of fire following earthquake considering building seismic damage[J]. Journal of Earthquake Engineering,2019,23(7):1173-1193.
|
[67] |
JEON J, JUNG W, JU B S. Evaluation of seismic performance of 2-story fire protection sprinkler piping system[J]. Environmental Engineering Science,2014,10(3):458-464.
|
[68] |
KIM J, MEACHAM B J, PARK H, et al. Fire performance of a full-scale building subjected to earthquake motions:test specimen, seismic motions and performance of fire protection systems[J]. Fire Safety Science, 2014,11:732-745.
|
[69] |
SEKIZAWA A, EBIHARA M, NOTAKE H. Development of seismic-induced fire risk assessment method for a building[J]. Fire Safety Science, 2003(7):309-320.
|
[70] |
XU Z, ZHANG Z C, LU X Z, et al. Post-earthquake fire simulation considering overall seismic damage of sprinkler systems based on BIM and FEMA P-58[J].Automation in Construction,2018,90:9-22.
|
[71] |
SUAREZ L E,SINGH M P.Seismic response of rail-counterweight systems of elevators[C]//Proceeding of the 11th World Conference on Earthquake Engineering. Acapulco,Mexico:1996.
|
[72] |
SUAREZ L E,SINGH M P.Dynamics and response of rail-counterweight systems under strong seismic motions[C]//Proceedings of the 6th US National Conference on Earthquake Engineering. Seattle, Washington:1998.
|
[73] |
PORTER K. Fragility of hydraulic elevators for use in performance-based earthquake engineering[J]. Earthquake Spectra, 2007,23(2):459-469.
|
[74] |
PORTER K. Seismic fragility of traction elevators[J]. Earthquake Engineering and Structural Dynamics, 2016,45(5):819-833.
|
[75] |
WANG X, HUTCHINSON T C, ASTROZA R, et al. Shake table testing of an elevator system in a full-scale five-story building[J]. Earthquake Engineering and Structural Dynamics, 2017,46(3):391-407.
|
[76] |
SINGH M P,SUAREZLE L E,RILDOVA. Seismic response of rail-counterweight systems in elevators[J]. Earthquake Engineering and Structural Vibration,2002,31(2):281-303.
|
[77] |
SINGH M P,RILDOVA,SUAREZ L E. Non-linear seismic response of the rail-counterweight system in elevators in buildings[J]. Earthquake Engineering and Structural Dynamics,2004,33(2):249-270.
|
[78] |
LU X Z, GUAN H. Earthquake disaster simulation of civil infrastructures:from tall buildings to urban areas (2nd Edition)[M]. Springer, Singapore:2021.
|
[79] |
GU D L, WANG Y X, LU X Z,et al. Probability-based city-scale risk assessment of passengers trapped in elevators under earthquakes[J]. Sustainability,2023, 15:4829.
|
[80] |
BARD P Y, CHAZELAS J L, GUGUEN P, et al. Assessing and managing earthquake risk:geo-scientific and engineering knowledge for earthquake risk mitigation:developments, tools, techniques[M]. Dordecht, Netherlands:Springer, 2006.
|
[81] |
ZHANG B, XIONG F, LU Y, et al. Regional seismic damage analysis considering soil-structure cluster interaction using lumped parameter models:a case study of Sichuan University Wangjiang Campus buildings[J]. Bulletin of Earthquake Engineering,2021,19(11):4289-4310.
|
[82] |
BOUTIN C, SOUBESTRE J, SCHWAN L, et al. Multi-scale modeling for dynamics of structure-soil-structure interactions[J]. Acta Geophysica, 2014, 62(5):1005-1024.
|
[83] |
SCHWAN L, BOUTIN C, PADRÓN L A, et al. Site-city interaction:theoretical,numerical and experimental crossed-analysis[J]. Geophysical Journal International, 2016, 205(2):1006-1031.
|
[84] |
UENISHI K. The town effect:dynamic interaction between a group of structures and waves in the ground[J]. Rock Mechanics and Rock Engineering, 2010, 43(6):811-819.
|
[85] |
CLOUTEAU D, BROC D, DEVSA G, et al. Calculation methods of structure-soil-structure interaction (3SI) for embedded buildings:application to NUPEC tests[J]. Soil Dynamics and Earthquake Engineering, 2012,32(1):129-142.
|
[86] |
SAHAR D, NARAYAN J P, KUMAR N. Study of role of basin shape in the site-city interaction effects on the ground motion characteristics[J]. Natural Hazards, 2015, 75(2):116-1186.
|
[87] |
SAHAR D, NARAYAN J P. Quantification of modification of ground motion due to urbanization in a 3D basin using viscoelastic finite-difference modelling[J]. Natural Hazards, 2016, 81(2):779-806.
|
[88] |
SEMBLAT J F, KHAM M, BARD P Y. Seismic-wave propagation in alluvial basins and influence of site-city interaction[J]. Bulletin of the Seismological Society of America, 2008, 98(6):2665-2678.
|
[89] |
SEMBLAT J F, KHAM M,GUGUEN P,et al. Site-city interaction through modifications of site effects[C]//EERI. 7th US Conference on Earthquake Engineering. Boston,United States:2002.
|
[90] |
ISBILIROGLU Y, TABORDA R, BIELAK J. Coupled soil-structure interaction effects of building clusters during earthquakes[J]. Earthquake Spectra, 2015, 31(1):463-500.
|
[91] |
LU X Z, TIAN Y, WANG G, et al. A numerical coupling scheme for nonlinear time history analysis of buildings on a regional scale considering site-city interaction effects[J]. Earthquake Engineering and Structural Dynamics,2018,47(13):2708-2725.
|
[92] |
TIAN Y, CHEN S Y, LIU S M, et al. Influence of tall buildings on the city-scale seismic response analysis:a case study of Shanghai CBD[J]. Soil Dynamics and Earthquake Engineering.,2023, 173:108063.
|
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