Titlebook: Recent Research in Sustainable Structures; Proceedings of the 3 Hugo Rodrigues,George Morcous,Mohamed Shehata Conference proceedings 2020 T

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書目名稱Recent Research in Sustainable Structures影響因子(影響力)




書目名稱Recent Research in Sustainable Structures影響因子(影響力)學科排名




書目名稱Recent Research in Sustainable Structures網(wǎng)絡(luò)公開度




書目名稱Recent Research in Sustainable Structures網(wǎng)絡(luò)公開度學科排名




書目名稱Recent Research in Sustainable Structures被引頻次




書目名稱Recent Research in Sustainable Structures被引頻次學科排名




書目名稱Recent Research in Sustainable Structures年度引用




書目名稱Recent Research in Sustainable Structures年度引用學科排名




書目名稱Recent Research in Sustainable Structures讀者反饋




書目名稱Recent Research in Sustainable Structures讀者反饋學科排名

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High Performance Materials for Concrete Bridge Construction,ized use of materials satisfy the needs of bridge owners. Recent research projects conducted at the University of Nebraska – Lincoln (UNL) focused on using high performance materials in precast/prestressed concrete bridge girders and deck panels that significantly improve their durability, economics

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A Machine-Learning Approach for Semantic Matching of Building Codes and Building Information Modelsth building codes, to reduce the time, cost, and errors of the code compliance checking process. All these systems require some form of code-BIM matching – matching of the concept representations in the codes to those in the BIMs – which is a difficult task. Traditionally, semantic matching was cond

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EICP Cemented Sand Modified with Biopolymer,for this development. Bricks are an important construction material that consumes energy, aggregates and cement during their manufacturing. Cement, widely used binder to manufacture brick, is responsible for producing around 5% of manmade CO2 emissions. This research investigates development of a na

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Localized Effects Due to Aerodynamic Modifications in Buildings: A State-of-Art Review,red in buildings by adopting aerodynamic modifications, which avoids peaking of the wind effects over different locations at the same instant of time, thereby reducing the wind load on the structure. There are many studies performed to quantify this aspect, but in most of these investigations, overa

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Experimental Investigation of Two-Way Hinges in Reinforced Concrete Members,se hinges are used to eliminate the moments transferred to the foundations. The ratio adopted by the American Concrete Institute (ACI) to determine the amplification of the strength of the hinge due to confinement effects, is limited to two. This paper presents the experimental analysis conducted on