STRENGTH OF CONCRETE FILLED HOLLOW STEEL SECTION CONNECTIONS
Eng. Mohamed Adel Mohamed ELHabbal;
Abstract
ABSTRACT
This research is concerned with the failure behavior of Hollow Steel Section Connections (HSS) and Grouted HSS connections by comparing the ultimate capacity of hollow and grouted joints for different types of connections (T-joints and KK-Joints
This research is concerned with the failure behavior of Hollow Steel Section Connections (HSS) and Grouted HSS connections by comparing the ultimate capacity of hollow and grouted joints for different types of connections (T-joints and KK-Joints
Other data
| Title | STRENGTH OF CONCRETE FILLED HOLLOW STEEL SECTION CONNECTIONS | Other Titles | مقاومة وصلات القطاعات المعدنية المفرغة المملؤة بالخرسانة | Authors | Eng. Mohamed Adel Mohamed ELHabbal | Keywords | STRENGTH OF CONCRETE FILLED HOLLOW STEEL SECTION CONNECTIONS | Issue Date | 2009 | Description | ABSTRACT This research is concerned with the failure behavior of Hollow Steel Section Connections (HSS) and Grouted HSS connections by comparing the ultimate capacity of hollow and grouted joints for different types of connections (T-joints and KK-Joints |
Attached Files
| File | Size | Format | |
|---|---|---|---|
| 113000Thesis by mohamed elhabbal (Final Revision) printed.pdf | 235.19 kB | Adobe PDF | View/Open |
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