°ÇÃ൵½Ã°ø°£¿¬±¸¼Ò

Architecture & Urban Research Institute

pdf¿ø¹®º¸±â ¿¡·¯ ÇØ°á¹æ¹ý ¹Ù·Î°¡±â



¹®ÇåȨ > ¿¬±¸³í¹® > »ó¼¼

[¿ø¹®º¸±â½Ã ¼ÒºñµÇ´Â Æ÷ÀÎÆ® : 100 Æ÷ÀÎÆ®] ¹Ì¸®º¸±â Àοë

Çѱ¹BIMÇÐȸ|³í¹®Áý 2013³â 9¿ù

³í¹®¸í RC ±³°¢ÀÇ 3Â÷¿ø ¸Å°³º¯¼ö ¸ðµ¨¸µ ¹× ºñ¼±Çü ±¸Á¶Çؼ® ÀÔ·Â µ¥ÀÌÅÍ »ý¼º ¸ðµâ ±¸Ãà / 3D Parametric Modeling of RC Piers and Development of Data Generation Module for a Structural Analysis with 3D Model of RC Piers
ÀúÀÚ¸í ¼ÕÀ¯Áø ; ½Å¿øÃ¶ ; ÀÌ»óö ; ÀÌÇå¹Î ; ½ÅÇö¸ñ
¹ßÇà»ç Çѱ¹BIMÇÐȸ
¼ö·Ï»çÇ× Çѱ¹BIMÇÐȸ ³í¹®Áý, v.3 n.3 (2013-09)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(19) ÃÑÆäÀÌÁö(10)
ISSN 2288-1697
ÁÖÁ¦ºÐ·ù Àü»ê
ÁÖÁ¦¾î BIM ; 3Â÷¿ø ¸Å°³º¯¼ö ¸ðµ¨¸µ ; RC ±³°¢ ; ºñ¼±Çü ±¸Á¶Çؼ® ; BIM ; 3D parametric modeling ; RC pier ; Non-linear structural analysis
¿ä¾à2 In Korea highway bridges, most piers are the type of one-column or multi-column ones. So, in this study, under an environment applying BIM so fast, to activate researches on two-column piers subjected to bidirectional seismic loading, a 3D parametric modeling method was selected when the model of two-column piers and one-column piers were formed. Also, interface module between input data in structural analysis and 3D model of RC pier was developed. The module can create the input data for non-linear structural analysis like material, geometric properties and additional coefficients.
¼ÒÀåó Çѱ¹BIMÇÐȸ
¾ð¾î Çѱ¹¾î