1.Wu, M., Wang, B., Ba, Z., Dai, K., & Liang, J. (2024). Propagation attenuation of elastic waves in multi-row infinitely periodic pile barriers: A closed-form analytical solution. Engineering Structures, 316, 118480.
2.Wu, M., Wang, B., Ba, Z., Dai, K., & Liang, J. (2023). Vibration isolation of infinitely periodic pile barriers for anti-plane shear waves: An exact series solution. Soil Dynamics and Earthquake Engineering, 176, 108347.
3.Wu, M., Ba, Z., & Liang, J. (2022). A procedure for 3D simulation of seismic wave propagation considering source‐path‐site effects: Theory, verification and application. Earthquake Engineering & Structural Dynamics, 51(12), 2925-2955.
4.Liang, J., Wu, M., Ba, Z., & Lee, V. W. (2021). Surface motion of a layered transversely isotropic half-space with a 3D arbitrary-shaped alluvial valley under qP-, qSV-and SH-waves. Soil Dynamics and Earthquake Engineering, 140, 106388.
5.Ba, Z., Wu, M., & Liang, J. (2020). 3D dynamic responses of a multi-layered transversely isotropic saturated half-space under concentrated forces and pore pressure. Applied Mathematical Modelling, 80, 859-878.
6.Liang, J., Wu, M., & Ba, Z. (2019). Three-dimensional dynamic Green's functions for transversely isotropic saturated half-space subjected to buried loads. Engineering Analysis with Boundary Elements, 108, 301-320.
7.Wu, M., Tian, W., Liu, F., & Yang, J. (2023). Dynamic behavior of geocell-reinforced rubber sand mixtures under cyclic simple shear loading. Soil Dynamics and Earthquake Engineering, 164, 107595.
8.Wu, M., Liu, F., Li, Z., & Bu, G. (2022). Micromechanics of granulated rubber–soil mixtures as a cost-effective substitute for geotechnical fillings. Mechanics of Advanced Materials and Structures, 30(13), 2701-2717.
9.Ba, Z., Sang, Q., Liang, J., & Wu, M.* (2021). HVSR analysis of a layered saturated half-space using diffuse-field theory. Geophysical Journal International, 226(1), 270-286.
10.Wu M, Wang B, Ba Z, Dai K, Liang J. (2024). 3D nonlinear seismic response of a shallow sedimentary basin: a hybrid approach incorporating equivalent-linear soil model. Seismological Research Letters, 1-16.
11.Wu, M., Liu, F., & Yang, J. (2023). Stress–strain–strength behavior of geosynthetic reinforced rubber–sand mixtures. Acta Geotechnica, 18, 4835-4846.
12.Ba, Z., Wu, M., Liang, J., Zhao, J., & Lee, V. W. (2022). A two-step approach combining FK with SE for simulating ground motion due to point dislocation sources. Soil Dynamics and Earthquake Engineering, 157, 107224.
13.Wu, M., Liu, F., & Yang, J. (2022). Seismic response of stratified rock slopes due to incident P and SV waves using a semi-analytical approach. Engineering Geology, 301, 106594.
14.Liang, J., Wu, M., Ba, Z., & Sang, Q. (2021). A reflection-transmission matrix method for time-history response analysis of a layered TI saturated site under obliquely incident seismic waves. Applied Mathematical Modelling, 97, 206-225.
15.Liang, J., Wu, M., Ba, Z., & Lee, V. W. (2020). Transfer matrix solution to free-field response of a multi-layered transversely isotropic poroelastic half-plane. Soil Dynamics and Earthquake Engineering, 134, 106168.
16.Wu, M., & Yang, J. (2024). Kinematic rupture modeling of broadband ground motion from the 2022 MS6.9 Menyuan earthquake. Journal of Seismology, 28, 1-15.
17.Liu, F., Zheng, K., Jia, B., Yang, J., & Wu, M.* (2024). Shear modulus and damping ratio of granulated rubber-sand mixtures: Influence of relative particle size. Construction and Building Materials, 427, 136205.
18.Wu, M., Tian, W., He, J., Liu, F., & Yang, J. (2023). Seismic isolation effect of rubber-sand mixture cushion under different site classes based on a simplified analysis model. Soil Dynamics and Earthquake Engineering, 166, 107738.
19.Liu, F., Wang, J., Zhou, B., Wu, M.*, He, J., & Bin, J. (2023). Shaking table study on rubber-sand mixture cored composite block as low-cost isolation bearing for rural houses. Journal of Building Engineering, 76, 107413.
20.Liang, J., Wu, M., & Ba, Z. (2021). Simulating elastic wave propagation in 3-D layered transversely isotropic half-space using a special IBEM: Hill topography as an example. Engineering Analysis with Boundary Elements, 124, 64-81.
部分中文期刊论文(10篇)
1.吴孟桃, 王斌, 巴振宁, 戴靠山, 梁建文. (2024). 基于设定地震的近断层地铁车站结构宽频地震响应分析. 工程科学与技术, 57: 1-15.
2.吴孟桃, 王斌, 巴振宁, 戴靠山, 梁建文. (2024). 震源-盆地-结构整体物理模型地震模拟:FK-SE-FE方法. 振动工程学报, 37: 1-13.
3.梁建文, 吴孟桃, 巴振宁. (2021). 频率波数域内地壳层半空间剪切位错源宽频地震波传播模拟. 岩石力学与工程学报, 39(7): 1468-1484.
4.巴振宁, 张家玮, 梁建文, 吴孟桃*. (2020). 地震波斜入射下层状TI饱和场地地震反应分析. 工程力学, 37(05): 166-177.
5.梁建文, 吴孟桃, 巴振宁. (2020). 软硬交互横向不均匀场地地震反应分析. 岩土工程学报, 41(9): 1599-1608.
6.梁建文, 吴孟桃, 巴振宁. (2020). 移动荷载作用下TI饱和半空间动力响应分析. 振动、测试与诊断, 40(6): 1-8.
7.巴振宁, 吴孟桃, 梁建文, 喻志颖. (2020). 高山-峡谷复合地形对入射平面P-SV波的散射. 应用数学和力学, 41(7): 695-712.
8.刘方成, 杨峻, 吴孟桃*. (2019). 考虑阻尼修正的Pyke滞回模型研究. 岩土工程学报, 2019, 41(01): 86-94.
9.吴孟桃, 刘方成, 陈巨龙, 陈璐. (2018). 含水率对大应变下橡胶砂动剪模量和阻尼比的影响. 岩土力学, 39(3): 803-814.
10.刘方成, 吴孟桃, 刘娜. (2017). 橡胶砂泊松比试验研究. 岩石力学与工程学报, 36(1): 3596-3606.