Seismic assessment of large-span spatial structures considering soil–structure interaction (SSI): A State-of-the-Art Review

P Zhan, S Xue, X Li, G Sun, R Ma - Buildings, 2024 - mdpi.com
Soil–structure interaction (SSI), which characterizes the dynamic interaction between a
structure and its surrounding soil, is of great significance to the seismic assessment of …

Nonlinear seismic response and index correlation of high arch dams under cross-stream oblique incidence of near-fault SV waves based on wavelet decomposition

T Zhang, Q Xu, J Chen, J Li - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
This paper aims to propose an analysis framework for the response index correlation of high
arch dams under cross-stream oblique incidence of near-fault pulse-like and non-pulse …

Analysis framework for the seismic performance of a concrete high-arch dam considering the incident direction and oblique incident angle of near-fault SV-waves

T Zhang, Q Xu, J Chen, Y Wang, J Li - Soil Dynamics and Earthquake …, 2023 - Elsevier
This study aims to develop an analytical framework to assess the seismic performance of
high-arch dams by considering the incident direction and input angle of near-fault (NF) …

Response characteristics and tensile failure evaluation of asphalt concrete core wall under spatial oblique incidence of P-wave

F Wang, Z Song, Y Liu, C Li - Engineering Structures, 2023 - Elsevier
The research on asphalt concrete core embankment dam under the spatial oblique
incidence of seismic wave and the dynamic tensile failure of the core is still insufficient. This …

Seismic performance analysis of gravity dam system under arbitrary oblique incidence of near-fault SV ground motions

S Xu, Q Xu, J Chen, J Li - International Journal of Geomechanics, 2022 - ascelibrary.org
This study aims to propose a seismic performance analysis framework based on the oblique
incidence theory, estimate a normalized damage response (RDVR) through seismic …

Effect of attached outlets on the dynamic response of arch dams

MZ Zhang, XC Wang, YL Liu, JT Wang, K Yi… - Engineering …, 2024 - Elsevier
Attached outlets are integral components of arch dams to discharge flood. However, they are
usually neglected in the current seismic analysis of arch dams for simplicity. This paper aims …

Real-time localized damage-prediction model for concrete gravity dams based on response-modal information hybrid neural network

B Liu, Q Xu, J Chen, J **ng, Y Wang - Engineering Failure Analysis, 2025 - Elsevier
To establish an internal relationship between dynamic-response monitoring data and
concrete gravity damage indexes to evaluate the damage state of dams in the seismic …

Dynamic interaction between layered foundation and rubber concrete tunnel lining structure

S Lu, C Wang, J Su, F Wang - Tunnelling and Underground Space …, 2025 - Elsevier
The dynamic interaction between layered founded and structure has attracted many
attentions of the researchers. In this study, the earthquake input program of homogeneous …

Modeling obliquely incident seismic wave propagation in rocks via the FDM-DEM coupling scheme: Algorithms and applications

K Gu, J Zhou, F Dai, L Zhang, W Cheng… - Computers and …, 2024 - Elsevier
The incidence angle of seismic waves plays a pivotal role in the stability analysis of
structures in near-field zones. Despite its importance, the application of obliquely incident …

Seismic Response of a Rockfill Dam with an Asphalt–Concrete Core under P Waves with Arbitrary Incident Angles

F Wang, Z Song, Y Liu, C Li - International Journal of Geomechanics, 2023 - ascelibrary.org
The incident angles of seismic waves have a significant influence on the seismic response
of asphalt–concrete core rockfill dams. This paper constructs the free field of elastic …