Menglin Lou
- Response Analysis of a Long-span Arch Bridge under the Seismic Traveling Excitation. Présenté pendant: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013. :
- A modified modal perturbation method for vibration characteristics of non-prismatic Timoshenko beams. Dans: Structural Engineering and Mechanics, v. 40, n. 5 (décembre 2011). (2011):
- Experimental study on tuned liquid damper performance in reducing the seismic response of structures including soil-structure interaction effect. Dans: Structural Engineering and Mechanics, v. 24, n. 3 (octobre 2006). (2006):
- Testing and Numerical Studies on Transverse Responses of Cable-stayed Bridge Full Model under Transverse Non-uniform Excitations. Dans: Journal of Earthquake Engineering, v. 26, n. 6 (novembre 2020). (2020):
- Wave-passage effects on seismic responses of pile–soil–cable-stayed bridge model under longitudinal non-uniform excitation: shaking table tests and numerical simulations. Dans: Bulletin of Earthquake Engineering, v. 18, n. 11 (juillet 2020). (2020):
- Shaking table test verification of traveling wave resonance in seismic response of pile-soil-cable-stayed bridge under non-uniform sine wave excitation. Dans: Soil Dynamics and Earthquake Engineering, v. 134 (juillet 2020). (2020):
- New Unconditionally Stable Explicit Integration Algorithm for Real-Time Hybrid Testing. Dans: Journal of Engineering Mechanics (ASCE), v. 143, n. 7 (juillet 2017). (2017):
- Modal Perturbation Method and its Applications in Structural Systems. Dans: Journal of Engineering Mechanics (ASCE), v. 129, n. 8 (août 2003). (2003):
- A modified domain reduction method for numerical simulation of wave propagation in localized regions. Dans: Earthquake Engineering and Engineering Vibration, v. 18, n. 1 (janvier 2019). (2019):
- Structure–soil–structure interaction: Literature review. Dans: Soil Dynamics and Earthquake Engineering, v. 31, n. 12 (décembre 2011). (2011):
- Seismic response control with density-variable tuned liquid dampers. Dans: Earthquake Engineering and Engineering Vibration, v. 8, n. 4 (décembre 2009). (2009):
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Seismic effectiveness of tuned mass dampers considering soil-structure interaction. Dans: Earthquake Engineering and Structural Dynamics, v. 28, n. 11 (novembre 1999).
https://doi.org/10.1002/(sici)1096-9845(199911)28:11<1219::aid-eqe861>3.0.co;2-g
(1999): - Evaluation of vertical seismic response for a large-scale beam-supported aqueduct. Dans: Earthquake Engineering and Structural Dynamics, v. 32, n. 1 (janvier 2003). (2003):
- A new type of quadratic acceleration method. Dans: Frontiers of Architecture and Civil Engineering in China, v. 4, n. 3 (août 2010). (2010):
- Analyses of the seismic responses of soil layers with deep deposits. Dans: Frontiers of Architecture and Civil Engineering in China, v. 1, n. 2 (mai 2007). (2007):