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| Content Provider | IEEE Xplore Digital Library |
|---|---|
| Author | Ping Bai Wenliang Lu |
| Copyright Year | 2010 |
| Description | Author affiliation: School of Civil Engineering, BeiJing Jiaotong University, China (Ping Bai; Wenliang Lu) |
| Abstract | The widely used plug-pin steel tube system is constructed with modular construction technique. The basic modular unit is a two-story frame, which is stacked together to the desired height and length at the construction sites. In this paper, four plug-pin steel modular scaffold frames were tested. The experimental performance of modular scaffold frames were studied. The research especially focused on the effect of different layouts of elevation diagonal bars. The test results show that the ultimate bearing capcity of frame without elevation diagonal bars is much lower than that of frame with elevation diagonal bars. |
| Starting Page | 1170 |
| Ending Page | 1173 |
| File Size | 546015 |
| Page Count | 4 |
| File Format | |
| ISBN | 9781424477371 |
| e-ISBN | 9781424477395 |
| DOI | 10.1109/MACE.2010.5536473 |
| Language | English |
| Publisher | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Publisher Date | 2010-06-26 |
| Publisher Place | China |
| Access Restriction | Subscribed |
| Rights Holder | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Subject Keyword | System testing Modular construction Load test Assembly systems Plug-pin steel modular scaffold frame Project management Fasteners Sensor systems Ultimate bearing capacity Steel Civil engineering Elevation diagonal bars Bars Lifting equipment |
| Content Type | Text |
| Resource Type | Article |
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