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149 results on '"Yin, Binbin"'

5. Structural Deterioration and Mechanical Degradation of Limestone Calcined Clay Cement (LC3) Under Elevated Temperature

Author

Liew, K. M., Li, Gen, Yin, Binbin, Sun, Jinhua, Kodur, Venkatesh Kumar R., de Amorim Almeida, Henrique, Series Editor, Al-Tamimi, Abdulsalam Abdulaziz, Editorial Board Member, Bernard, Alain, Editorial Board Member, Boydston, Andrew, Editorial Board Member, Koc, Bahattin, Editorial Board Member, Stucker, Brent, Editorial Board Member, Rosen, David W., Editorial Board Member, de Beer, Deon, Editorial Board Member, Pei, Eujin, Editorial Board Member, Gibson, Ian, Editorial Board Member, Drstvensek, Igor, Editorial Board Member, de Ciurana, Joaquim, Editorial Board Member, Lopes da Silva, Jorge Vicente, Editorial Board Member, da Silva Bártolo, Paulo Jorge, Editorial Board Member, Bibb, Richard, Editorial Board Member, Alvarenga Rezende, Rodrigo, Editorial Board Member, Wicker, Ryan, Editorial Board Member, Kosova Spahiu, Tatjana, Editorial Board Member, Bártolo, Helena, Editorial Board Member, Franchin, Giorgia, Editorial Board Member, Yasa, Evren, Editorial Board Member, Tan, Ming Jen, editor, Li, Mingyang, editor, Tay, Yi Wei Daniel, editor, Wong, Teck Neng, editor, and Bartolo, Paulo, editor

Published
2024
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6. Classical model emerges in quantum entanglement: Quantum Monte Carlo study for an Ising-Heisenberg bilayer

Author

Wu, Siying, Yin, Binbin, Ran, Xiaoxue, Li, Qi-Fang, Mao, Bin-Bin, Wang, Yan-Cheng, and Yan, Zheng

Subjects
Quantum Physics, Condensed Matter - Statistical Mechanics, Condensed Matter - Strongly Correlated Electrons
Abstract

By developing a cluster sampling of stochastic series expansion quantum Monte Carlo method, we investigate a spin-$1/2$ model on a bilayer square lattice with intra-layer ferromagnetic (FM) Ising coupling and inter-layer antiferromagnetic Heisenberg interaction. The continuous quantum phase transition which occurs at $g_c=3.045(2)$ between the FM Ising phase and the dimerized phase is studied via large scale simulations. From the analyzes of critical exponents we show that this phase transition belongs to the (2+1)-dimensional Ising universality class. Besides, the quantum entanglement is strong between the two layers, especially in dimerized phase. The effective Hamiltonian of single layer seems like a transverse field Ising model. However, we found the quantum entanglement Hamiltonian is a pure classical Ising model without any quantum fluctuations. Furthermore, we give a more general explanation about how a classical entanglement Hamiltonian emerges.

Published
2022
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28. Running Safety Assessment of a High-Speed Train on Bridges During Braking Under Near-Fault Ground Motions.

Author

Ma, Hongkai, Xie, Xiaonan, Zhao, Han, Yin, Binbin, and Xiang, Ping

Subjects
GROUND motion, EARTHQUAKE intensity, RADIANT intensity, ACCELERATION (Mechanics), EARTHQUAKE resistant design
Abstract

This study aims to investigate the adverse effects of near-fault ground motions on the long-term development of high-speed railways. In this paper, the ground motions are analyzed based on the Train–Track–Bridge Coupling Braking System (TTBCBS) which has been validated during earthquakes. The effects of earthquakes on the whole system are discussed in depth, focusing on the random nature of earthquakes, the impulsive character of near-fault earthquakes and the effects of different initial speeds on the system behavior. The results show that under random earthquakes, the probability of train derailment gradually increases with the increase of peak ground acceleration (PGA) of earthquakes. When the PGA exceeds 0.2 g, the train is highly susceptible to derailment and the bridge itself may incur damage. When analyzing the nature of pulses of near-fault ground motions, it was found that the responses induced by class B and class C pulses are significantly similar. Meanwhile, the calculated values of derailment coefficients are basically the same when the PGA of class A pulse wave is at 0 g and 0.1 g. This suggests that train braking somewhat mitigates the response induced by near-fault ground motions. Furthermore, the value of improved spectral intensity (SI) for the running safety during earthquakes indicates that the increase in seismic intensity is detrimental to the system. In terms of the effect of train initial speeds on the system during earthquakes, it is observed that the system response reaches the lowest point when the train speed is 250 km/h, which is more favorable to the smooth deceleration of the train. When the train speed is 400 km/h, the system response reaches its maximum value. These research findings provide crucial insights and guidance for seismic safety design and management of high-speed railways. [ABSTRACT FROM AUTHOR]

Published
2024
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43. [Corrigendum] RON and c‑Met facilitate metastasis through the ERK signaling pathway in prostate cancer cells

Author

Yin, Binbin, primary, Liu, Zhenping, additional, Wang, Yiyun, additional, Wang, Xuchu, additional, Liu, Weiwei, additional, Yu, Pan, additional, Duan, Xiuzhi, additional, Liu, Chunhua, additional, Chen, Yuhua, additional, Zhang, Yurong, additional, Pan, Xiaoyan, additional, Yao, Hangping, additional, Liao, Zhaoping, additional, and Tao, Zhihua, additional

Published
2022
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