[1] Dong H, Qin J, Cao W, et al. Shaking table tests on concrete-filled steel tubular-framed building assembled with microcrystalline foam boards[J]. Structures, 2021, 34: 2098-2114. DOI:10.1016/j.istruc.2021.08.064.
[2] Chen Z, Zhao Z, Ding X. Self-insulation system of precast lightweight and high-strength foam concrete filled external wallboard: China, CN211286074U[P]. 2020-08-18.(in Chinese)
[3] Xu Z, Chen Z, Yang S. Effect of a new type of high-strength lightweight foamed concrete on seismic performance of cold-formed steel shear walls[J].Construction and Building Materials, 2018, 181: 287-300. DOI:10.1016/j.conbuildmat.2018.06.067.
[4] Chen Z, Ding X, Zhao Z. Non-collapse mould for pouring lightweight high-strength foamed concrete: China, CN212045221U[P]. 2020-12-01.(in Chinese)
[5] Zhao Z. Study on mechanics performance of foamed concrete prefabricated filled wallboards[D]. Nanjing: Southeast university, 2019.(in Chinese)
[6] Zhao X. A scientometric review of global BIM research: Analysis and visualization[J].Automation in Construction, 2017, 80: 37-47. DOI:10.1016/j.autcon.2017.04.002.
[7] Chen J, Luo Y, Zhang H, et al. Quality evaluation of lightweight realistic 3D model based on BIM forward design[J].Computer Communications, 2021, 174: 75-80. DOI:10.1016/j.comcom.2021.04.017.
[8] Cheng M Y, Chang N W. Dynamic construction material layout planning optimization model by integrating 4D BIM[J]. Engineering with Computers, 2019, 35(2): 703-720. DOI:10.1007/s00366-018-0628-0.
[9] Abbasi S, Taghizade K, Noorzai E. BIM-based combination of takt time and discrete event simulation for implementing just in time in construction scheduling under constraints[J]. Journal of construction engineering and management, 2020, 146(12): 04020143. DOI:10.1061/(ASCE)CO.1943-7862.0001940.
[10] Wang Z, Zhang Q, Yang B, et al. Vision-based framework for automatic progress monitoring of precast walls by using surveillance videos during the construction phase[J]. Journal of Computing in Civil Engineering, 2021, 35(1): 04020056. DOI:10.1061/(ASCE)CP.1943-5487.0000933.
[11] Xu Z, Zhang Y, Xu X. 3D visualization for building information models based upon IFC and WebGL integration[J]. Multimedia Tools and applications, 2016, 75(24): 17421-17441. DOI:10.1007/s11042-016-4104-9.
[12] Xu Z, Xu X, Li Q, et al. Combining WebGL and IFC to create 3D visualization for building information models[J]. Journal of Southeast University(Natural Science Edition), 2016, 46(2): 444-449. DOI:10.3969 /j.issn.1001-0505.2016.02.033. (in Chinese)
[13] Liu J, Zhang Q, Wu J, et al. Dimensional accuracy and structural performance assessment of spatial structure components using 3D laser scanning[J]. Automation in Construction, 2018, 96: 324-336. DOI:10.1016/j.autcon.2018.09.026.
[14] Duan K K, Cao S Y. Emerging RFID technology in structural engineering—A review[J]. Structures, 2020, 28: 2404-2414. DOI:10.1016/j.istruc.2020.10.036.
[15] Feng Z, Liu W, Jin B, et al. Research on application of BIM technologies in masonry construction[J].Journal of Information Technology in Civil Engineering and Architecture, 2020, 12(4): 99-103. DOI:10.16670/j.cnki.cn11-5823/tu.2020.04.13. (in Chinese)
[16] Liu Y, Li M, Wong B C L, et al. BIM-BVBS integration with openBIM standards for automatic prefabrication of steel reinforcement[J].Automation in Construction, 2021, 125: 103654. DOI:10.1016/j.autcon.2021.103654.
[17] Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Standard for classification and coding building information model: GB/T 51269—2017[S]. Beijing:China Architecture & Building Press, 2017.(in Chinese)
[18] He X, Wang H, Zhang Y, et al. Revit-Midas/Civil model conversion method and its application[J].Journal of Southeast University(Natural Science Edition), 2021, 51(5): 813-818. DOI:10.3969/j.issn.1001-0505.2021.05.012. (in Chinese)