Shock and Vibration / 2015 / Article / Fig 11

Research Article

Analytical Study on Dynamic Response of Deep Foundation Pit Support Structure under the Action of Subway Train Vibration Load: A Case Study of Deep Foundation Pit of the New Museum Near Metro Line 2 in Chengdu, China

Figure 11

Time history curve of pile bending moment at the monitoring points monitoring site DY1 (black), monitoring site DY2 (red), and monitoring site DY3 (blue).

Article of the Year Award: Outstanding research contributions of 2020, as selected by our Chief Editors. Read the winning articles.