Developing a simplified approach to computing the capacity of eccentric shear bolted steel connections at different angles of loads
Currently, the American Institute of Steel Construction (AISC) permits the use of elastic center method, instantaneous center (IC) method or design tables for analyzing eccentric shear bolted steel connections. However, the first method yields overly conservative results, while the second is very te...
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| स्वरूप: | थीसिस |
| भाषा: | English |
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