The Fault Slip Potential (FSP) tool identifies risky faults by determining the probability of a fault being pushed to slip due to wastewater injection and other activities associated with oil and gas production.
Researchers at the University of British Columbia (Okanagan campus) examined a variety of bridge types along with design requirements under the Canadian Highway Bridge Design Code. As part of the research, the seismic performance of shape memory alloy reinforced and post-tensioned bridge piers have been tested in the University’s Applied Laboratory for Advanced Materials and Structures (ALAMS). The results, published in the Journal of Structural Engineering, ASCE, point out that bridges are being built to withstand the force of an earthquake, however they are being overbuilt, resulting to unnecessary construction expenses.
Researchers at TU Wien have developed a construction method for concrete domes, requiring far less amounts of labor and materials than the conventional resource intensive formwork. Invented by Dr. Benjamin Kromoser and Prof. Johann Kollegger at the Institute of Structural Engineering, the new method is called "Pneumatic Forming of Hardened Concrete(PFHC)" and sets the complicated spatially curved formwork and the framework unnecessary. Also important is that it saves up to 50% of the concrete as well as 65% of the necessary reinforcement steel.