[1]  Panpan Gai, Billie F. Spencer Jr, Zhao-Dong Xu. Effect of frequency dependence on the seismic performance of linear viscoelastic base-isolated structures, Soil Dynamics and Earthquake Engineering, 2020, 139: 106396. (In cooperation with Academician Spencer in the University of Illinois at Urbana Champaign (UIUC), the joint laboratory published a paper and studied the frequency dependence of dynamic performance of the linear viscoelastic base isolation and disaster reduction equipment)

[2]   Ha Uk Chung, Bong Hoon Kim, et al. and Yeshou Xu, et al. Binodal, wireless epidermal electronic systems with in-sensor analytics for neonatal intensive care. Science, 2019, 363(6430): eaau0780. (In cooperation with Academician Yonggang Huang in Northwestern University, the joint laboratory published a paper on science, focusing on a wireless sensor-monitoring device)

[3]   Cunbao Li, Zdenek P Bazant, Heping Xie, Saeed Rahimi-Aghdam. Anisotropic microplane constitutive model for coupling creep and damage in layered geomaterials such as gas or oil shale, International Journal of Rock Mechanics and Mining Sciences, 2019, 124:104074. (In cooperation with Academician Bazant in Northwestern University, the joint laboratory published a paper and took the lead in establishing the anisotropic creep damage coupling micro surface model of deep rock)

[4]   Jie Liu, Tong Guo, Matthew H.Hebdon, Zhongxiang Liu, and Libin Wang. Bonding Behaviors of GFRP/Steel Bonded Joints after Wet-Dry Cyclic and Hygrothermal Curing, Applied Sciences-Basel, 2020, 10: 5411. (In cooperation with Professor Hebdon Matthew in Virginia State University, the joint laboratory studied the disaster prevention and damping mechanism of glass fiber reinforced plastic (GFRP) bonded steel double belt joint after curing under various adverse conditions)

[5]  V. S. Molchanov, G.V. Stepanov, Y. Kramarenko Elena, R. Khokhlov Alexei, Zhao-Dong Xu, Ying-Qing Guo. Viscoelastic properties of magnetorheological elastomers for damping applications, Macromolecular Materials and Engineering, 2014, 299(9):1116-1125. (In cooperation with Professor Elena in Russian State University, the joint laboratory synthesized magnetorheological elastomer (MRE) with 3-5 nm silicon compound and 40-80 nm carbonyl iron powder as raw materials, studied its dynamic shear vibration with different amplitudes, and developed MRE damper with good damping performance)

[6]   Hongwei Li, Daniel Gomez, Shirley J. Dyke, and Zhao-Dong Xu. Fractional differential equation bearing models for base-isolated buildings: framework development, Journal of Structural Engineering-ASME, 2020, 146(2): 04019197. (In cooperation with Professor Daniel, chief scientist of Nees Program in Purdue University, the joint laboratory studied the dynamic response of viscoelastic base isolated frame structure under earthquake by using fractional derivative model)

[7]   Jihua Zhu, Zhi Wang, Mini Su, Tamon Ueda and Xing Feng. C-FRCM jacket confinement for RC columns under impressed current cathodic protection, Journal of Composites for Construction, 2020, 24(2):04020001. (Together with Professor Mini Su in Manchester University and Professor Tamon Ueda in Hokkaido University, the joint laboratory published a paper, proposed the design method of disaster prevention for the sheath of RC column under strong current cathodic protection, and revealed its performance evolution law.)

[8]   Suo Si, Zhao-Dong Xu, Wei-Hua Li, Yi-Xiang Gan. Improved mathematical model for analysis of the payne effect of magnetorheological elastomers, Journal of Aerospace Engineering, ASCE, 2018, 31(5), 04018046. (In cooperation with Professor Yixiang Gan in University of Sydney, Australia, the joint laboratory prepared silicone rubber based magnetorheological fluid samples and magnetorheological elastomer dampers, and studied their dynamic and static mechanical properties. Using the framework of Kraus model, an extended fractional derivative model considering Payne effect is established, which can accurately describe the mechanical behavior of magnetorheological elastomer)

[9]  Chuantao Chen, Mingzhong Gao, Ao Zhang,New Calculating Approach for the Ultimate Bearing Capacity of a Shallow Foundation, International Journal of Geomechanics-ASCE, 2020, 20: 04020071. (The joint laboratory and Germany Boley geotechnical Co., Ltd. published a paper to establish the calculation model of bearing capacity of underground engineering foundation under seismic excitation)

[10]  Dong Su, Wai Man Yan. Relationship between p-multiplier and force ratio at pile head considering non-linear soil–pile interaction, Géotechnique, 2019, 69:1019-1025. (The joint laboratory and Auckland University of New Zealand jointly published a paper on the theoretical relationship between P factor of pile group and load ratio considering the nonlinear interaction of soil and structure dynamic catastrophe)

[11]  Lili Sui, Minshen Luo, Kequan Yu, Feng Xing, Pengda Li, Yingwu Zhou, Cheng Chen. Effect of engineered cementitious composite on the bond behavior between fiber-reinforced polymer and concrete, Composite Structures , 2018, 184: 775-788. (The joint laboratory and the Hong Kong Polytechnic University published a paper to analyze the bonding properties of FRP-ECC concrete composite interface and reveal its reinforcement mechanism)

[12]  Lili Sui, Qianli Zhong, Kequan Yu, Feng Xing, Pengda Li, Yingwu Zhou. Flexural Fatigue Properties of Ultra-High Performance Engineered Cementitious Composites (UHP-ECC) Reinforced by Polymer Fibers, Polymers, 2018, 10: 8. (The joint laboratory and Hong Kong Polytechnic University published a paper to introduce the self-developed ultra-high performance and toughness engineering cement composite (ECC) and revealed its excellent fatigue properties)

[13]  Yu-Fei Wu, Syed Minhaj Saleem Kazmi, Muhammad Junaid Munir, Yingwu Zhou. Effect of Compression Casting Method on the Compressive Strength, Elastic Modulus and Microstructure of Rubber Concrete, Journal of Cleaner Production,2020, 264: 121746. (In cooperation with Royal Melbourne Institute of technology, Australia, the joint laboratory published a paper and pioneered the pouring technology of compressed concrete to improve the mechanical properties and durability of concrete)

[14]  Ji-Hua Zhu, Zhi Wang, Mei-ni Su, Tamon Ueda, Feng Xing. C-FRCM Jacket Confinement for RC Columns under Impressed Current Cathodic Protection, Journal of Composites for Construction,2020,24:04020001.(The joint laboratory and the University of Manchester in the United Kingdom jointly published a paper, which proposed the sheath design method of RC column under the strong current cathodic protection and revealed its performance evolution law)

[15]   Liu Mei, Huaguan Li, Yunlai Zhou, Weilun Wang, Feng Xing. Substructural damage detection in shear structures via ARMAX model and optimal subpattern assignment distance, Engineering Structures,2019,191:625-639. (The joint laboratory and the Hong Kong Polytechnic University jointly published a paper, and a damage identification technology of engineering structures based on ARMAX model and optimal sub mode allocation distance is proposed)

[16]   Haijun Zhou, George Deodatis, Michael Shields, Brett A. Benowitz. Simulation of wind velocity time histories on long span structures modeled as non-Gaussian stochastic waves. Probabilistic Engineering Mechanics, 2020, 59:103016. (The joint laboratory and Columbia University jointly published a paper and proposed a method to quickly generate non-Gaussian random wind field defined by frequency wavenumber spectrum and edge probability density distribution function based on spectral expression method and joint transformation theory)

[17]   Zhao-Dong Xu, Yeshou Xu, Yongsheng Zhang, Chao Xu, Panpan Gai, Waseem, Junjian Wang. A U-shaped steel plate-viscoelastic seismic isolation and megitation device. Patent number: ZL 201710090367.0 (In cooperation with Professor Abid Ali Sha in University of Science and Technology, Bannu, Pakistan, the joint laboratory has developed a new U-shaped steel plate viscoelastic isolation and damping device combining metal energy dissipation components and high dissipation viscoelastic damping structure, which has been authorized by China National Intellectual Property Administration)

[18] Zhao-Dong Xu, Yao-Rong Dong, Xing-Huai Huang, Yeshou Xu, Teng Ge, Ying-Qing Guo, Kinkoo Kim. An assembled viscoelastic vibration mitigation device with variable damping and stiffness. Patent number: ZL 201820146724.0 (In cooperation with Hanwook Cho, senior engineer of IST Structural Engineering Co., Ltd., Korea, and Jinkoo Kim, Professor in Sungkyunkwan University, President of Korean Society of Seismic Engineering, the joint laboratory has developed an assembled viscoelastic damping device with variable damping and stiffness, which has been authorized by China National Intellectual Property Administration)