Studi Pengaruh Beban Gempa terhadap Gedung Tower Amsterdam-Denhag di Proyek Condotel Holland Park Batu

At the world of structures have been many ideas that were created to resolve of buildings problem, one example is the building which received of seismic forces when that building was put their foundation on the ground. In these innovations was there one criterion that the building column reinforcement ratio must be in range 4 – 6 % for building earthquake resistant. And the building that we studied have approximately ± 1% and has a wide cross-section of the column width of the wall.

We therefore conducted a study on the building by collect a variety of data such as shop drawing, ground conditions, quality of concrete and steel used etc. From that data, we process all of that using ETABS 2015 software to determine the strenght if the building when in applied of seismic load on planning.

From the result of the study found that there are some coloumns that have failed when seismic occured in the building and need some magnification of a cross section of the column that had damaged. And to assist the column resist seismic loads, reinforcement also significant changes either on the number and dimensions.