Investigating the Effect of Beams and Columns Dimension on the Floor Displacement
Alireza Heysami1 * , Navid Siah Polo2 and Milad Taghi Pour1
1
Jahad Daneshgahi Khuzestan University,
Ahwaz,
Iran
2
Faculty member of Civil Engineering Department,
Jahad Daneshgahi Khuzestan University,
Ahwaz,
Iran
http://dx.doi.org/10.12944/CWE.10.Special-Issue1.103
In this study, displacement obtained by elastic analysis of structure, with concentration factor has become a nonlinear displacement. Also, its amount shall not exceed from the specified limit in design code. Otherwise, by increasing the dimensions of beams, columns or both, the investigation of their effect on reducing displacement has been conducted(Jorge Ruiz et al.,2003). By comparing reduced displacement caused by dimension changing of beams and columns, the optimal case is determined(Jorge Ruiz et al.,2003). One of the most important results in high-rise structures and different number of opening, in both steel and concrete structure, by increasing beam dimensions, lateral displacement of floors is reduced. Also, moody period in steel structures relative to concrete, will be further reduced by increasing sections of columns and beams.
Copy the following to cite this article:
Heysami A, Polo N. S, Pour M. T. Investigating the Effect of Beams and Columns Dimension on the Floor Displacement. Special Issue of Curr World Environ 2015;10(Special Issue May 2015). DOI:http://dx.doi.org/10.12944/CWE.10.Special-Issue1.103
Copy the following to cite this URL:
Heysami A, Polo N. S, Pour M. T. Investigating the Effect of Beams and Columns Dimension on the Floor Displacement. Special Issue of Curr World Environ 2015;10(Special Issue May 2015). Available from: http://www.cwejournal.org/?p=10286
