Inerter-based structural vibration control: A state-of-the-art review R Ma, K Bi, H Hao Engineering Structures 243, 112655, 2021 | 206 | 2021 |
Probabilistic seismic demand model and fragility analysis of transmission tower subjected to near-field ground motions L Tian, H Pan, R Ma Journal of Constructional Steel Research 156, 266-275, 2019 | 67 | 2019 |
Mitigation of heave response of semi-submersible platform (SSP) using tuned heave plate inerter (THPI) R Ma, K Bi, H Hao Engineering Structures 177, 357-373, 2018 | 66 | 2018 |
Full-scale test and numerical failure analysis of a latticed steel tubular transmission tower L Tian, H Pan, R Ma, L Zhang, Z Liu Engineering Structures 208, 109919, 2020 | 60 | 2020 |
Full-scale tests and numerical simulations of failure mechanism of power transmission towers L Tian, L Guo, R Ma, X Gai, W Wang International Journal of Structural Stability and Dynamics 18 (09), 1850109, 2018 | 46 | 2018 |
Progressive collapse of power transmission tower-line system under extremely strong earthquake excitations L Tian, R Ma, H Li, Y Wang International Journal of Structural Stability and Dynamics 16 (07), 1550030, 2016 | 43 | 2016 |
Influences of ground motion parameters and structural damping on the optimum design of inerter-based tuned mass dampers H Zuo, K Bi, H Hao, R Ma Engineering Structures 227, 111422, 2021 | 40 | 2021 |
Heave motion mitigation of semi-submersible platform using inerter-based vibration isolation system (IVIS) R Ma, K Bi, H Hao Engineering structures 219, 110833, 2020 | 40 | 2020 |
Influence of different criteria for selecting ground motions compatible with IEEE 693 required response spectrum on seismic performance assessment of electricity transmission … L Tian, R Ma, B Qu Engineering Structures 156, 337-350, 2018 | 40 | 2018 |
Using inerter-based control device to mitigate heave and pitch motions of semi-submersible platform in the shallow sea R Ma, K Bi, H Hao Engineering Structures 207, 110248, 2020 | 32 | 2020 |
A novel rotational inertia damper for amplifying fluid resistance: Experiment and mechanical model R Ma, K Bi, H Hao Mechanical Systems and Signal Processing 149, 107313, 2021 | 30 | 2021 |
Collapse simulations of a long span transmission tower-line system subjected to near-fault ground motions L Tian, H Pan, R Ma, C Qiu Earthq. Struct 13 (2), 211-220, 2017 | 28 | 2017 |
A novel rotational inertia damper for heave motion suppression of semisubmersible platform in the shallow sea R Ma, K Bi, H Hao Structural Control and Health Monitoring 26 (7), e2368, 2019 | 26 | 2019 |
Progressive collapse analysis of long-span transmission tower-line system under multi-component seismic excitations L Tian, R Ma, H Pan, C Qiu, W Li Advances in Structural Engineering 20 (12), 1920-1932, 2017 | 23 | 2017 |
Wind-induced collapse analysis of long-span transmission tower–line system considering the member buckling effect L Tian, H Pan, C Qiu, R Ma, Q Yu Advances in structural engineering 22 (1), 30-41, 2019 | 21 | 2019 |
Seismic performance assessment of a sea-crossing cable-stayed bridge system considering soil spatial variability C Li, Y Diao, HN Li, H Pan, R Ma, Q Han, Y Xing Reliability Engineering & System Safety 235, 109210, 2023 | 18 | 2023 |
Experimental and numerical study on the collapse failure of long-span transmission tower-line systems subjected to extremely severe earthquakes L Tian, Z Fu, H Pan, R Ma, Y Liu Earthquakes and Structures 16 (5), 513-522, 2019 | 14 | 2019 |
Study on Seismic Control of Power Transmission Tower‐Line Coupled System under Multicomponent Excitations L Tian, Q Yu, R Ma Mathematical Problems in Engineering 2013 (1), 829415, 2013 | 13 | 2013 |
Development of a hysteretic model for steel members under cyclic axial loading J Liu, L Tian, R Ma, B Qu Journal of Building Engineering 46, 103798, 2022 | 12 | 2022 |
The collapse analysis of a transmission tower under wind excitation L Tian, Q Yu, R Ma, C Wang The Open Civil Engineering Journal 8 (1), 2014 | 12 | 2014 |