Reply to ‘Comments on ‘Boundary element-free method (BEFM) and its application to two-dimensional elasticity problems’’ by Zhigang Chen, International Journal for Numerical Methods in Engineering 2008; 74:347–348

✍ Scribed by Y. Cheng; K. M. Liew; S. Kitipornchai

• Publisher: John Wiley and Sons
• Year: 2009
• Tongue: English
• Weight: 45 KB
• Volume: 78
• Category: Article
• ISSN: 0029-5981
• DOI: 10.1002/nme.2544

✦ Synopsis

In our paper [1], using the Schmidt method, the orthogonal basis function set p = ( p i ) with the weight function can be formed as follows: