代表性论著
[1]韩俊艳,杜修力.土工振动台试验连续体模型箱的适用性研究[J].地震工程与工程振动,2013,33(2):200-208.
[2]杜修力,韩俊艳,李立云.长输埋地管道振动台试验设计中相似关系的选取[J].防灾减灾工程学报,2013,32(3):246-252.
[3] Liyun Li, Xiao Xiao Liu, Xiao Zuo,Junyan Han, and Xiuli Du. Seismic response of buried pipeline in heterogeneous stratum field[C]. The 14th International Symposium on Structural Engineering, 2016, Vol.1, 2: 581-586.
[4]韩俊艳,杜修力,侯本伟,李立云,钟紫蓝,赵密.纵向非一致地震激励下管土结构反应的简化分析模型[J].岩土力学, 2018, 39(12): 1-8.
[5]韩俊艳;万宁潭;李立云;侯本伟;赵密;杜修力*;长输埋地管道振动台试验传感器布置方案研究,震灾防御技术,2018, 13(1):13-22.
[6]赵密,万宁潭,韩俊艳*,李立云,侯本伟,杜修力.横向非一致激励下土层地震响应的振动台模型试验研究[J].地震工程与工程振动, 2019, 39(2): 1-13.
[7]韩俊艳,侯本伟,钟紫蓝,赵密,李立云,杜修力.非一致激励下埋地管道多台阵振动台试验方案研究[J].岩土力学, 2019, 40(6): 1-14.
[8]韩俊艳,侯本伟,钟紫蓝,赵密,李立云,杜修力.纵向非一致激励下自由场土体的非线性地震反应研究[J].岩土力学, 2019, 40(7): 1-12.
[9] Liu Jin, Wenxuan Yu, Xiao Su, Shuai Zhang, Xiuli Du,Junyan Han*, Dong Li. Effect of cross-section size on the flexural failure behavior of RC cantilever beams under low cyclic and monotonic lateral loadings [J]. Engineering Structure, 2018, 156: 567-586.
[10] Liu Jin, Liyue Miao,Junyan Han*, Xiuli Du. Size effect tests on shear failure of interior RC beam-to-column joints under monotonic and cyclic loading. Engineering Structures, 2018, 175: 591-604.
[11] Liu Jin, Shuai Zhang,Junyan Han, Dong Li, Xiuli Du. Effect to cross-section size on flexural compressive failure of Rc columns: Monotonic and cyclic tests. Engineering Structures, 2019, 186: 456-470.
[12]韩俊艳,李满君,钟紫蓝,许敬叔,李立云,兰景岩,杜修力.基于埋地管道非一致激励振动台试验的土层地震响应研究[J].岩土力学,2020.41(5): 1-9.
[13]Junyan Han, MH El Naggar, Liyun Li, Benwei Hou, Jingshu Xu, Xiuli Du*. Design and Commissioning of Continuous Soil Box Supported on Shake Tables Array for Testing Long Geostructures. Soil Dyn. Earthq. Eng. 2020; 132: 106107.
[14]Junyan Han; MH El Naggar; Benwei Hou*; Xiuli Du; Yi Shuai; Liyun Li; Nonlinear soil response under non-uniform seismic excitation from multi-point shaking table tests, Soil Dynamics and Earthquake Engineering, 2020, 139: 106342.
[15]Junyan Han; MH El Naggar; Mi Zhao; Zilan Zhong; Benwei Hou; Xiuli Du*; Longitudinal response of buried pipeline under non-uniform seismic excitation from multi-point shaking table tests, Soil Dynamics and Earthquake Engineering, 2020, 140: 106440.