American Journal of Engineering and Applied Sciences | |
Performance of IBS Precast Concrete Beam-Column Connections Under Earthquake Effects: A Literature Review | Science Publications | |
Abdul K. Mirasa1  Azlan B. Adnan1  Ahmad B.A. Rahman1  Patrick T.L. Yee1  | |
关键词: Beam-column connections; precast frame; precast connection; IBS precast concrete; | |
DOI : 10.3844/ajeassp.2011.93.101 | |
学科分类:工程和技术(综合) | |
来源: Science Publications | |
【 摘 要 】
Problem statement: Despite demonstrating rather much benefits comparing to theconventional cast-in-place construction, the acceptance level of precast concrete building is stillreportedly low in Malaysia. The implication imposed by stricter seismic design provisions would onlyworsen the matter. Approach: The main objective of this study was to identify the most appropriatetype of beam-column connections to be introduced to precast concrete industry, particularly for regionsof low to moderate seismicity. Hence, this study presented a comprehensive literature overview of thefindings from studies conducted to analyze and investigate the behavior of precast concrete systemsassembled with typical connections or joints under simulated earthquake loading. Results: The seismicperformance of precast concrete structure very much depended on the ductility capacity of theconnectors jointing each precast components, especially at critical joints such as the beam-to-columnconnections. It was learnt from the review that (1) hybrid post-tensioned beam-column connection and(2) Dywidag Ductile Connector
【 授权许可】
Unknown
【 预 览 】
Files | Size | Format | View |
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RO201911300155063ZK.pdf | 469KB | download |