KAJIAN PERBANDINGAN RESPON BANGUNAN PADA RANGKA BETON PEMIKUL MOMEN DENGAN METODE GAYA LATERAL EKIVALEN DAN RESPON SPEKTRUM
ABSTRACT: This final project’s
objective is to investigate the comparison of the response of structures in
term of base shear and driftby usingstatic equivalentmethod and response
spectrum methodwhich is obtained analitically SAP2000 programme version 10 at
concrete structures 2D with beam and column element.The equation of equivalent
lateral forces method constitutes a simple approximation contained in some
building codes. There is difference between building code of Indonesia SNI
03-1726-2010 and SNI 2002 in that the former indicates equivalent static forces
with the exponential factor which will be elaborated in this final project. On
the other hand, the analytical solution of response spectrum method may show a
discrepancy from that of empirical equation in equivalent static forces method
since there have not been some variables considered in that empirical equation
and this method amounts to a simple approximation.In that analysis, the writer
uses some variation of 4 stories, 7 stories and 12 stories so discrepancy
between response spectrum method and static equivalent method can be easily
understood.The solution of this provides the elaboration of analytical results
under study. The outcomes are then displayed in table together with their
deviation.
Penulis: Benny Yohannes
Kode Jurnal: jptsipildd140296