[2] CHEN Zhou,DENG De-yuan,LIN Hong-xin,et al.Research on construction technology and mechanical behavior of main bridge demolition of long-span cable-stayed bridge[J].Highway,2022,67(9): 159-164.(in Chinese)

[4] DENG Ye-yuan.Study on demolition and hoisting construction and safety control points of long-span concrete cable-stayed bridge [J].Building Construction,2022,44(9): 2149-2152.(in Chinese)

[6] XIE Xian-qi,JIA Yong-sheng,YAO Ying-kang,et al.Key technologies of precision demolition blasting of ultra-long urban viaduct in complicated surroundings[J].Strategic Study of CAE,2014,16(11): 65-71, 77.(in Chinese)

[8] HUANG Xiao-wu,XIE Xian-qi,CHEN De-zhi,et al.Analysis of the collapse and disintegration process of a single tower single cable plane prestressed cable-stayed bridge during blasting demolition [J].Blasting,2021,38(4): 108-114.(in Chinese)

[9] TETOUGUENI C D,ZAMPIERI P,PELLEGRINO C.Structural performance of a steel cable-stayed bridge under blast loading considering different stay patterns[J].Engineering Structures,2020,219: 110739.

[11] ZHOU Xiang-lei,CHEN De-zhi,LUO Peng,et al.Blasting demolition of prestressed cable-stayedbridge with single tower and single cable plane[J].Blasting,2020,37(4): 89-93,137.(in Chinese)

[13] ZHEN Meng-yang,LI Ben-wei,CHEN De-zhi,et al.Blasting demolition of 1160 m great wall city elevated bridge [J].Blasting,2017,34(2): 91-95.(in Chinese)

[15] MA Shi-ming,YU Xing-chun,REN Shao-hua,et al.Folding demolition blasting of a 14 story frame shear wall building in a complex environment [J].Engineering Blasting,2021,27(1): 69-73.(in Chinese)

[18] ZHOU Jia-han.Discussion on the formula for calculating the vibration velocity of blasting demolition collapse [J].Engineering Blasting,2009,15(1): 1-4.(in Chinese)