Search
Now showing items 1-5 of 5
Overstrength and Ductility Factors for Steel Frames Designed According to BS 5950
Publisher: American Society of Civil Engineers
Abstract: Buildings sited outside the seismic zones such as those in Singapore are not designed for seismic loads. However, the buildings in these regions vibrate due to tremors caused by faults in Sumatra, Indonesia. Therefore, in ...
Optimal Damper Characteristics of ATMD for Buildings under Wind Loads
Publisher: American Society of Civil Engineers
Abstract: Recently, Ankireddi and Yang derived analytical expressions for the damper characteristics and the controller feedback gain coefficients for the design of an active tuned mass damper system (ATMD) in reducing the first-mode ...
Building Response due to Subway Train Traffic
Publisher: American Society of Civil Engineers
Abstract: There are several existing methods for determining groundborne vibrations in buildings due to subway train traffic that are essentially based on empirically derived relationships. These methods are not able to handle ...
Large-Scale Seismic Testing of Knee-Brace-Frame
Publisher: American Society of Civil Engineers
Abstract: In a knee-brace-frame (KBF), one end of the brace is connected to a short knee element instead of beam-column joint. The brace provides the required lateral stiffness, whereas the ductility is obtained through shear yielding ...
Steady‐State Vibration of Subway‐Soil‐Building System
Publisher: American Society of Civil Engineers
Abstract: The steady‐state vibration of a subway‐soil‐building system is determined using an appropriate finite element model. The vibration level in the podium block of the building is obtained for two different track support ...