|
|
|
|
|
Fauzan Ahmad Sayed, Nugraha Bintang Wirawan, Ahmad Yudi
Pág. 10 - 19
The high-rise building of steel structures requires strengthening system so that buildings are capable of carrying earthquake loads that may occur. Strengthening of steel structure building can be applied by providing stiffness of the structure in the fo...
ver más
|
|
|
|
|
|
|
|
|
|
|
Zhanzhong Yin, Zhaosheng Huang, Hui Zhang and Dazhe Feng
In the current design method of the eccentrically braced frame structure, the energy dissipation link and the frame beam are both designed as a whole. It is difficult to accurately assess the degree of damage through this method, and it is also hard to r...
ver más
|
|
|
|
|
|
|
|
|
|
|
Zhanzhong Yin, Dazhe Feng and Wenwei Yang
In the current design of steel eccentrically braced frames (EBFs), the yielding link is coupled with the floor beam. This causes the design of cross-sectional dimensions of links to be enlarged, resulting in over-designed structures and foundations, and ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Qi, X; Chang, K L; Tsai, K C
Pág. 977 - 985
|
|
|
|
|
|