Collapse Behavior of Platform-Type CLT Construction Using Shake-Table Experimental TestsSource: Journal of Performance of Constructed Facilities:;2025:;Volume ( 039 ):;issue: 006::page 04025070-1Author:Isoda, Hiroshi
,
Sato, Motoshi
,
Matsumoto, Kazuyuki
,
Miyake, Tatsuya
,
Nakagawa, Takafumi
,
Tesfamariam, Solomon
DOI: 10.1061/JPCFEV.CFENG-4759Publisher: American Society of Civil Engineers
Abstract: AbstractCross-laminated timber (CLT) walls generally have higher rigidity and seismic resistance
capacity, and it was predicted that the CLT building height restrictions could be
relaxed in regions with higher seismic hazards. The collapse of CLT ...
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| contributor author | Isoda, Hiroshi | |
| contributor author | Sato, Motoshi | |
| contributor author | Matsumoto, Kazuyuki | |
| contributor author | Miyake, Tatsuya | |
| contributor author | Nakagawa, Takafumi | |
| contributor author | Tesfamariam, Solomon | |
| date accessioned | 2026-08-20T11:57:41Z | |
| date available | 2026-08-20T11:57:41Z | |
| date copyright | 2025/10/15 | |
| date issued | 2025 | |
| identifier other | JPCFEV.CFENG-4759.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4312901 | |
| description abstract | AbstractCross-laminated timber (CLT) walls generally have higher rigidity and seismic resistance capacity, and it was predicted that the CLT building height restrictions could be relaxed in regions with higher seismic hazards. The collapse of CLT ... | |
| publisher | American Society of Civil Engineers | |
| title | Collapse Behavior of Platform-Type CLT Construction Using Shake-Table Experimental Tests | |
| type | Journal Article | |
| journal volume | 39 | |
| journal issue | 6 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/JPCFEV.CFENG-4759 | |
| journal fristpage | 04025070-1 | |
| journal lastpage | 04025070-14 | |
| page | 14 | |
| tree | Journal of Performance of Constructed Facilities:;2025:;Volume ( 039 ):;issue: 006 | |
| contenttype | Fulltext |