Titlebook: Novel Technology and Whole-Process Management in Prefabricated Building; Conference Proceedin Ping Xiang,Liangdong Zuo Conference proceedin

whiplash

書目名稱Novel Technology and Whole-Process Management in Prefabricated Building影響因子(影響力)




書目名稱Novel Technology and Whole-Process Management in Prefabricated Building影響因子(影響力)學科排名




書目名稱Novel Technology and Whole-Process Management in Prefabricated Building網(wǎng)絡公開度




書目名稱Novel Technology and Whole-Process Management in Prefabricated Building網(wǎng)絡公開度學科排名




書目名稱Novel Technology and Whole-Process Management in Prefabricated Building被引頻次




書目名稱Novel Technology and Whole-Process Management in Prefabricated Building被引頻次學科排名




書目名稱Novel Technology and Whole-Process Management in Prefabricated Building年度引用




書目名稱Novel Technology and Whole-Process Management in Prefabricated Building年度引用學科排名




書目名稱Novel Technology and Whole-Process Management in Prefabricated Building讀者反饋




書目名稱Novel Technology and Whole-Process Management in Prefabricated Building讀者反饋學科排名

Fibroid

Haiyang Li,Ti Zhang,Lei Huo,YiJie Wang,Shun Zhang,Lianjie Jiny. The second level is in relation to other EU institutions, notably in the context of the ‘soft’ macroeconomic policy co-ordination managed by the Council of Ministers (the Eurogroup) and the coordination with the Council on external monetary policy.

濕潤

Yihui Du,Zijing Zhang,Yuchao Huy. The second level is in relation to other EU institutions, notably in the context of the ‘soft’ macroeconomic policy co-ordination managed by the Council of Ministers (the Eurogroup) and the coordination with the Council on external monetary policy.

嘲笑

Generosity

Mechanical Characteristics of Assembled Overhanging Composite Roadbed Structure,

Excitotoxin

Hyperopia

Research on Existing Bridges Rapid Load-Lifting Technology with UHPC in Highways Reconstruction andly manifested by insufficient shear-bearing capacity after the load is improved. Using the bridge deck to add the UHPC cast-in-place layer (participating in the structural internal force) can effectively improve the existing old bridge Shear resistance capacity, and UHPC cast-in-situ layer shear rei

deficiency

Research on the Removal Sequence of Arch Rib Assembly Supports for Concrete-Filled Steel Tubular Tie element model was established using Midas Civil analysis software to analyze the stress of the two schemes. The results showed that the maximum stress of the steel pipe arch rib in the optimized scheme increased by 11.7?MPa, reaching 128.4?MPa, which is less than the material design strength; The

formula

Whole Process Management and Collaboration of Prefabricated Building Based on BIM,ing projects to be carried out more efficiently, and the application of BIM in prefabricated buildings can provide better user experience and satisfaction. This can promote the development of the construction industry in a digital and intelligent direction.

悲痛