[2] JIA Yong-sheng,XIE Xian-qi,YAO Ying-kang,et al.Discussed on key parameters of folding explosive demolition of high high-rise building[J].Blasting,2016,33(3):75-80,131.(in Chinese)
[4] XIE Xian-qi.Development situation and trend of demolition blasting technology[J].Blasting,2019,36(2):1-12.(in Chinese)
[6] LI Sheng-lin,WANG Yu-tao,HUANG Ming-sheng,at al.Numerical simulation of single concrete framework implosion demolition[J].Transactions of Beijing Institute of Technology,2012,32(4):354-357,385.DOL:10.15918/j.tbit1001-0645.2012.04.019.(in Chinese)
[8] GAO Wen-le,ZHANG Ze-hua,SU Kai-kai,at al.Directional blasting demolition of hotel with multi-section bearing colum[J].Engineering Blasting,2018,24(2):59-65.(in Chinese)
[10] FEI Hong-lu,ZHOU Jian-hua,WANG Gao-shan.Directional blasting demolition of a detoxification house with asymmetric frame structure containing a detoxification tower[J].Explosive Materials,2016,45(6):44-50,56.(in Chinese)
[12] YE Hai-wang,LI Qing,ZHENG Chang-qing,at al.Analysis on collapse process of 22 storey frame building demolished by directional blasting[J].Blasting,2021,38(2):111-117.(in Chinese)
[14] PAN Hong-xing.The directional blasting of 52-meter-high pulverized coal workshop[J].Engineering Blasting,2019,25(1):45-50.(in Chinese)
[16] YU Ming-liang.Study on dynamic load of blasting demolition of frame structures under different blasting partitions[D].Xiangtan:Hunan University of Science and Technology,2017.(in Chinese)
[18] LIU Wei,YE Jia-ming,HU Bin,at al.Study on demolition blasting of high strength reinforced concrete structure building and its numerical simulation[J].Journal of Anhui University of Science and Technology(Natural Science),2020,40(2):19-27.(in Chinese)
[20] LUO Wei,WANG Ming-ming,LIU Zhi-bing.Blasting demolition of 11 storey frame structure building[J].Coal Mine Blasting,2020,38(4):34-38.(in Chinese)
[22] XIE Qian-bin.Demolition blasting of high-storey buildings with complex internal structure[J].Engineering Blasting,2019,25(5):52-56,62.(in Chinese)
[23] ZHOU Xiao-guang .Simulation calculation of the collapse process of high-rise steel structure energy-forming cutting blasting demolition[J].Wireless Communications and Mobile Computing,2022，2022:3735006.
[24] SUN Jin-shan ,JIA Yong-sheng ,XIE Xian-qi ,at al.Design criteria for the folding implosion of high-rise RC buildings[J].Engineering Structures,2021,233(4):111933.
[26] LI Qing,YANG Yang,YANG Ren-shu,at al.The numerical simulation of reinforced concrete structure blasting based on MAT96 constitutive model[J].Explosive Materials,2015,44(1):41-45.(in Chinese)
[28] WANG Xu-guang,YU Ya-lun.Blasting demolition theory and engineering example[M].Beijing:China Communications Press,2008.(in Chinese)
[30] GAO Wen-le,LI Yuan-zhen,ZHAO De-long,at al.Numerical simulation on blasting demolition of multi-section load-bearing column frame structure[J].Blasting,2021,38(1):93-99.(in Chinese)
[32] YAO Ying-kang,XIE Xian-qi,SUN Jin-shan,at al.Bearing characteristics of reinforcement steel cage after reinforced concrete pillar blasting[J].Blasting,2017,34(4):1-6,16,185.(in Chinese)
[34] CUI Xiao-rong,ZHENG Bing-xu,WEI Xiao-lin,at al.Close- range photogrammetry analysis of building-collapse(i)—movement of building during bl asting demolition[J].Engineering Blasting,2007(3):8-13,17.(in Chinese)
