• Vinesh N. Bhinde
• Pratik A. Parekh
• Narendra R. Pokar

A Multi-Tower is a pair of tall structures that are connected by a link to each other. If there is a decline in the horizontal dimension of the construction field, it is better to go for high structures. Due to the cantilever action, wind loads and seismic loads there is always a problem at high vertical dimensions. The concept of “MULTI-TOWER WITH LINK” came into the picture to make the structure resistant to all these types of forces where the structure is more rigid and stable for the wind and seismic loads. Here analysis for 40 Storey and 50 Storey symmetric Structure, in which links of different sizes are provide at the most efficient location. Here analysis of the building with connecting structures will be carried out under lateral loading conditions. The ETABS Software had been used to model the structure. The model will be analyzed with the response spectrum for zone (IV&V) and the time history analysis for Bhuj Earthquake in Medium soil. The parameters like Storey Displacement and Base Shear to be studied for Lateral Loading

Twin Tall Linked Structure, Multi-Tower, Time History Analysis, Response Spectrum Analysis, Dynamic Wind Analysis

"Dynamic Analysis of Regular Twin Tall RCC Structure with Various Sizes of Links at Most Effective Location", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 6, page no.2257-2261, June-2020, Available :http://www.jetir.org/papers/JETIR2006326.pdf

"Dynamic Analysis of Regular Twin Tall RCC Structure with Various Sizes of Links at Most Effective Location", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 6, page no. pp2257-2261, June-2020, Available at : http://www.jetir.org/papers/JETIR2006326.pdf