Various Issues Identified in a Case Study of Bidirectional Timber Rigid Structure With Gir Joints
Year: 2024
Type: article
Abstract: This paper discusses structural design using a case study of a real six-story hybrid structure project that incorporates a bidirectional timber rigid structure with glued-in rod (GIR) joints. We will calculate the horizontal load-carrying capacity of Timber structures, which has not yet been systematically developed. We also conducted a tri-directional loading test on a full-scale specimen and found that the calculated values corresponded well with the experimental values. Furthermore, a time history response analysis was performed to verify that the design values for the structural coefficient were appropriate.
DOI: 10.3130/aijt.30.1241
Authors: Makoto TANOUE, Toshiaki SATO, Tatsuhiro MATSUZAKI, Taichi KAWAGUCHI, Shoki ORITA
Institution: Kyushu University
Language: English
Subfield: Building and Construction
Field: Engineering
Domain: Physical Sciences
Open Access status: diamond
OpenAlex ID: W4403562650