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 |
¼ö·Ï»çÇ× |
Çѱ¹BIMÇÐȸ ³í¹®Áý, v.3 n.3 (2013-09) |
ÆäÀÌÁö |
½ÃÀÛÆäÀÌÁö(19) ÃÑÆäÀÌÁö(10) |
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. |