Characteristics of seismic disasters and aseismic measures of tunnels in Wenchuan earthquake

J Lai, S He, J Qiu, J Chen, L Wang, K Wang… - Environmental Earth …, 2017 - Springer
Over the past few years, accompanied by big and frequent earthquakes, more attention was
paid to the tunnel earthquake resistance. To reduce tunnel seismic damage and explore the …

Structural components functionalities and failure mechanism of rectangular underground structures during earthquakes

C Ma, DC Lu, XL Du, CZ Qi, XY Zhang - Soil Dynamics and Earthquake …, 2019 - Elsevier
Seismic performance of rectangular underground structures as a hot topic was studied
systematically for decades. However, less attention was paid to the functionalities of the …

Fragility analysis of a subway station structure by incremental dynamic analysis

T Liu, Z Chen, Y Yuan, X Shao - Advances in Structural …, 2017 - journals.sagepub.com
Fragility analysis constitutes the basis in seismic risk assessment and performance-based
earthquake engineering during which the probability of a structure response exceeding a …

Seismic performance upgrading for underground structures by introducing sliding isolation bearings

C Ma, D Lu, X Du - Tunnelling and Underground Space Technology, 2018 - Elsevier
Isolation bearings have been a widely applied seismic strengthening technique in above
ground structures. Whereas, the sliding isolation bearings were seldom used in …

Seismic performance of underground subway station with sliding between column and longitudinal beam

H Zhuang, C Zhao, S Chen, J Fu, K Zhao… - … and Underground Space …, 2020 - Elsevier
Existing studies on earthquake damage have shown that the center column of a shallow-
covered underground structure is more prone to be damaged by a strong earthquake than …

Numerical analyses of seismic performance of underground and aboveground structures with friction pendulum bearings

Z Xu, X Du, C Xu, R Han - Soil Dynamics and Earthquake Engineering, 2020 - Elsevier
The seismic design concept of base isolation is widely used in the aboveground structures,
and the typical isolation device is friction pendulum bearing (FPB). However, there are …

Structural design and seismic performance analysis of partially prefabricated subway station structure

C Wu, D Lu, C Ma, MH El Naggar, X Du - Tunnelling and Underground …, 2023 - Elsevier
In order to improve the seismic performance of underground subway station structures while
taking advantage of modular assembly technology, a novel partially prefabricated structure …

Isolation mechanism of a subway station structure with flexible devices at column ends obtained in shaking-table tests

Z Liu, Z Chen, S Liang, C Li - Tunnelling and Underground Space …, 2020 - Elsevier
A series of shaking-table tests of a subway station structure with mini natural rubber
bearings (Mini-NRBs) installed at column ends were carried out for near-field earthquake …

Seismic deformation mode transformation of rectangular underground structure caused by component failure

R Dong, L **g, Y Li, Z Yin, G Wang, K Xu - Tunnelling and Underground …, 2020 - Elsevier
The seismic response of the underground structure is mainly affected by the restraint of the
surrounding soil rather than the inertial effect, which is quite different from the ground …

Multi-location seismic isolation approach and design for underground structures employing the negative-stiffness amplification system

Y Wang, Q Chen, Z Zhao, H Qiang, B Liu… - … and Underground Space …, 2022 - Elsevier
Underground structures are vulnerable to strong earthquakes, with their central columns
being prone to damage owing to their insufficient resistance capacity. In this study, an …