Timber Structure and Joint Possibilities in Earthquake-Prone Countries
Keywords: HP shell; bending frame; cantilever; dome; earthquake-prone; flat slab; folded plate; hybrid systems; hybrid tension; joints; masonry; shear wall; simple beam; structural integrity; suspension; timber; traditional structures
Document Type: Research Article
Affiliations: Professor, Tokyo Denki University Takii Tokyo Bldg. 8F, 1-6-1 Kanda-Jimbocho, Chiyoda-ku, Tokyo 101-0051, Japan, Email: [email protected]
Publication date: August 20, 2015
- The Proceedings of IASS Annual Symposia include the articles presented at each symposium. They are grouped by thematic sessions. These limited-length conference papers are reviewed and selected by the Scientific or Technical Committee of each symposium, and generally only those actually presented orally at the conference are included. Although the metadata for the papers is available to the public, only members of the IASS can view the full papers, for which the author(s) hold the copyright. Further information about the projects or research should be sought from the author(s).
- Membership Information
- Ingenta Connect is not responsible for the content or availability of external websites