Titlebook: 12th International Conference on Structural Engineering and Construction Management; Proceedings of the I Ranjith Dissanayake,Priyan Mendis

Addendum

書目名稱12th International Conference on Structural Engineering and Construction Management影響因子(影響力)




書目名稱12th International Conference on Structural Engineering and Construction Management影響因子(影響力)學科排名




書目名稱12th International Conference on Structural Engineering and Construction Management網(wǎng)絡(luò)公開度




書目名稱12th International Conference on Structural Engineering and Construction Management網(wǎng)絡(luò)公開度學科排名




書目名稱12th International Conference on Structural Engineering and Construction Management被引頻次




書目名稱12th International Conference on Structural Engineering and Construction Management被引頻次學科排名




書目名稱12th International Conference on Structural Engineering and Construction Management年度引用




書目名稱12th International Conference on Structural Engineering and Construction Management年度引用學科排名




書目名稱12th International Conference on Structural Engineering and Construction Management讀者反饋




書目名稱12th International Conference on Structural Engineering and Construction Management讀者反饋學科排名

高爾夫

Exposure

武器

BALK

供過于求

顯赫的人

Krishna R. Reddy,Jyoti K. Chetriever, the shear behavior in concrete structures is not fully comprehended yet, and therefore, the task is a challenge. Original contact density model (OCD), which is based on geometry of aggregate interlock and represent with a simple normal distribution function (NDF), is considered as a potential

調(diào)色板

Advances in Construction Safetyion of structural masonry behaviour is complex, especially under extreme loading conditions such as earthquake excitation. Nowadays, numerical simulations are used in many engineering applications including masonry. In this study, a numerical 3 dimensional model of a masonry wall was developed for m

condemn

Advances in Construction Safetyermine the mechanical properties of materials on small scales (on nano or micrometer scales). During the past two decades, inverse analysis methods were developed to determine the true stress–strain behaviors of materials from the load–displacement curve of indentation. Among those methods, many res

ERUPT