Titlebook: Advances in Structural Mechanics and Applications; Proceedings of ASMA- José António Fonseca de Oliveira Correia,Satyabrat Conference proce

拖累

書目名稱Advances in Structural Mechanics and Applications影響因子(影響力)




書目名稱Advances in Structural Mechanics and Applications影響因子(影響力)學(xué)科排名




書目名稱Advances in Structural Mechanics and Applications網(wǎng)絡(luò)公開度




書目名稱Advances in Structural Mechanics and Applications網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Advances in Structural Mechanics and Applications被引頻次




書目名稱Advances in Structural Mechanics and Applications被引頻次學(xué)科排名




書目名稱Advances in Structural Mechanics and Applications年度引用




書目名稱Advances in Structural Mechanics and Applications年度引用學(xué)科排名




書目名稱Advances in Structural Mechanics and Applications讀者反饋




書目名稱Advances in Structural Mechanics and Applications讀者反饋學(xué)科排名

耐寒

Practical Management of Computed Tomographys is going to be changed when there is variation in moisture content during the construction of the base, sub-base and subgrade soils. In this paper we will discuss about how much stabilization of soil is depend upon on resilient modulus.

AER

輕快帶來危險

bizarre

Performance Evaluation of Retrofitted Exterior Beam Column Joint Under Cyclic Loading, damage tolerance, hysteretic curve, dissipate energy were used to examine the performance of the retrofitting schemes. It shows that the use of TRC as the external strengthening measures works upto a certain extent compared to the conventional joint interms of energy dissipation and stiffness retention.

正式通知

Conference proceedings 2023hnologies on structural mechanics, structure and infrastructure engineering. Further, work on practical applications of developed scientific methodologies to civil structural engineering will make the proceedings more interesting and useful to practicing engineers and structural designers..

Arable

Jan Harff,Wolfram Lemke,Karl Statteggeried by considering different mass at each floor level. Not much variation in the roof displacement is found with a change in the pile stiffness. Variation in the response has been observed for different vertical loading and changes in the pile stiffness. The response of the structure for the two earthquake motions is entirely different.

火花

明智的人

H. Klinge,U. Muhtaroglu,M. Rautenberg Finite element (FE) method. The numerical outcomes obtained are compared to those reported in the literature to help decide the formulation‘s correctness. The effect of geometric configuration, volume fraction exponent, porosity and loading on vibration and stability characteristics of FGM plate member with porosity is investigated.

周興旺