摘要
The performance of high-rise steel moment frame buildings constructed in the 1970's is examined by using the E-Defense shake-table facility. Typical design and detailing in the 1970's are incorporated in a four-story, steel moment frame specimen. The specimen is subjected to a series of response deformations representing a high-rise building. Long-period ground motions impose a substantial number of inelastic deformations, which eventually cause fracture in the beam-to-column connections.
原文 | English |
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頁(從 - 到) | 85-94 |
頁數 | 10 |
期刊 | Journal of Structural and Construction Engineering |
卷 | 77 |
發行號 | 671 |
DOIs | |
出版狀態 | Published - 2012 1月 |
All Science Journal Classification (ASJC) codes
- 建築
- 建築與營造