|
|
|
|
|
Zhuang Wang, Bing Wang, Haozhe Jiang and Ping Zhuge
To investigate the influence of external prestressing with carbon fiber-reinforced polymer (CFRP) tendons on the flexural and shear performance of reinforced concrete beams, a total of six simply supported beams with a length of 3.5 m and two two-span co...
ver más
|
|
|
|
|
|
|
|
|
|
|
Junlin Li and Wei Wang
This research is focused on improving the conventional response spectrum analysis (CRSA) method for the elastic shear demands estimation of shear-dominated steel building frames. An alternative approach named the improved response spectrum analysis (IRSA...
ver más
|
|
|
|
|
|
|
|
|
|
|
Wutong Yan, Liangjiang Chen, Bing Han, Huibing Xie and Yue Sun
Interfacial slip effects and the unbonded phenomenon of external tendons are the key mechanical features of the externally prestressed steel-concrete composite beams (EPCBs). In this paper, an 8-node fiber beam element is built for the nonlinear analysis...
ver más
|
|
|
|
|
|
|
|
|
|
|
Jihong Ye, Liqiang Jiang and Xingxing Wang
A series of structural vulnerability analyses are conducted on a reinforced cold-formed steel (RCFS) shear wall system and a traditional cold-formed steel (CFS) shear wall system subjected to earthquake hazard based on forms in order to investigate their...
ver más
|
|
|
|
|
|
|
|
|
|
|
G. Rodríguez, J. Bonilla, J. Hernández
Pág. Page 163 - 174
This paper presents a study of the behavior of reinforced concrete continuous deep beams by numerical simulation, where results of the numerical analysis are calibrated and validated from existing experimental results in the international literature. In ...
ver más
|
|
|
|
|
|