𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Numerical evaluation of the damping-solvent extraction method in the frequency domain by Ushnish Basu and Anil K. Chopra, Earthquake Engng Struct. Dyn. 2002; 31(6):1231–1250

✍ Scribed by Chongmin Song; John P. Wolf


Publisher
John Wiley and Sons
Year
2003
Tongue
English
Weight
81 KB
Volume
32
Category
Article
ISSN
0098-8847

No coin nor oath required. For personal study only.

✦ Synopsis


The Discussers appreciate the interest of the Authors in the damping-solvent extraction method, which permits modelling of unbounded domains by introducing artiÿcial damping and extracting its e ect. An independent evaluation based even on simple examples will lead to an increase in conÿdence and experience which is essential for this appealing mechanically-based method to be used by engineers in practice.

In this discussion three statements of the Authors, shown in italics in the following, are analysed. This permits the rules to choose the computational parameters (domain size, artiÿcial damping ratio, mesh density) to be stated which are also based on more general and realistic cases (besides a half-plane also a layer with cut-o frequencies and an embedded foundation) described in Ref. 8 of the Authors paper, in particular for the examples of [12][13][14][12][13][14][15][16] In addition, insight into the nature of the approximation in the damping-solvent extraction method is provided.

• There does not seem to be any systematic way of choosing the domain size necessary to achieve a speciÿed accuracy (page 1238). Choosing the domain size to ensure that the static sti ness is computed accurately leads to an unnecessarily large domain for analysis at higher frequencies (page 1231, Summary; page 1245 Conclusions).


📜 SIMILAR VOLUMES


Authors' reply to discussion by Chongmin
✍ Ushnish Basu; Anil K. Chopra 📂 Article 📅 2003 🏛 John Wiley and Sons 🌐 English ⚖ 35 KB

Discussion by Dr Chongmin Song and Dr John P. Wolf, especially because (i) they clarify their approach towards choosing a ÿnite-element mesh for use in the DSE method; and (ii) provide a complete description of their choice of ÿnite element meshes used in obtaining the results for dynamic sti ness o