Open Access. Powered by Scholars. Published by Universities.®
- Keyword
-
- Finite element (2)
- Incremental dynamic analysis (2)
- Reinforced concrete (2)
- Seismic (2)
- Seismic performance (2)
-
- Steel moment resisting frames (2)
- Analysis (1)
- Bolted connection (1)
- Bond strength (1)
- Braced frames (1)
- Buckling (1)
- Built-up sections (1)
- Buried steel pipelines (1)
- Cable (1)
- Cold regions (1)
- Cold weather (1)
- Composite (1)
- Compression (1)
- Compressive strength (1)
- Concrete jacket (1)
- Conductor (1)
- Conical (1)
- Conical tanks (1)
- Connection (1)
- Crack tip opening displacement (CTOD) (1)
- Curing (1)
- Design (1)
- Design. (1)
- Development length (1)
- Downburst (1)
- Publication
- Publication Type
Articles 151 - 152 of 152
Full-Text Articles in Engineering
Application Of Treated Oil Sands Drill Cuttings Waste In Micropiles Construction, Moustafa Ahmed Raafat Mohamed Aboutabikh
Application Of Treated Oil Sands Drill Cuttings Waste In Micropiles Construction, Moustafa Ahmed Raafat Mohamed Aboutabikh
Electronic Thesis and Dissertation Repository
A micropile is constructed by drilling a hole, placing a steel reinforcing element, grouting it using neat cement. However, cement production consumes energy and generates carbon dioxide. Implementing waste materials in construction applications represents a sustainable solution for many waste management problems. On the other hand, oil sands drill cuttings waste represents one of the most difficult challenges for the oil sands mining sector. Reducing the amount oil sands drill cutting waste sent to landfill offers one of the best solutions for waste management. This thesis presents an innovative solution for application of treated oil sands waste (TOSW) in grout …
Prediction Of Local Seismic Damage In Steel Moment Resisting Frames, Papia Sultana, Maged A. Youssef
Prediction Of Local Seismic Damage In Steel Moment Resisting Frames, Papia Sultana, Maged A. Youssef
Civil and Environmental Engineering Publications
Steel moment resisting frames (SMRFs) are widely utilized as a lateral load resisting system. Their seismic performance is usually assessed by examining the maximum value of inter-storey drift (MID) of all floors. The accuracy of such assessment is debatable given the wide spread of values of MID at collapse that exist in the literature. In this study, a simplified method to define the failure inter-storey drift for each floor of a SMRF is proposed. The method was validated with the experimental and analytical studies by other researchers. Three- and ten-storey SMRFs were considered to further validate the proposed method. The …