Results 211 to 220 of about 34,949 (251)
Study on the distribution characteristics and seismic hazard evaluation of loess seismic landslides in the southern Ningxia area. [PDF]
Yang S +5 more
europepmc +1 more source
Abstract Bedrock fault scarps and their associated colluvial wedges provide key evidence for reconstructing paleoearthquakes. We apply rock surface luminescence dating to a bedrock scarp on the Huashan fault in central China, using OSL‐depth profiles (DPs) from multiple heights. Results reveal two coseismic displacements of 6.8 and >1.0 m.
Ming Luo +8 more
wiley +1 more source
Seismic random noise separation and suppression based on improved variational mode decomposition via grey wolf optimization. [PDF]
Yao Z, Li W, Zhu J, Hao L, Xing M.
europepmc +1 more source
Abstract We estimate the fault geometry and coseismic slip of the 2025 Myanmar earthquake using multi‐source satellite observations, revealing a nine‐segment rupture structure that transitions from eastward‐dipping in the north to westward‐dipping in the south, with peak slip of ∼6 m and negligible shallow slip deficit.
Lijia He +9 more
wiley +1 more source
Risk assessment of corn borer based on feature optimization and weighted spatial clustering: a case study in Shandong Province, China. [PDF]
Zuo Y, Ji M, Yang J, Li Z, Wang J.
europepmc +1 more source
ABSTRACT Since the 2011 Great East Japan earthquake, tsunami evacuation towers have been constructed in coastal regions based on worst‐case predictions to provide additional safety margins against unprecedented tsunamis. However, the extent to which such assumptions effectively reduce casualty risk remains unclear.
Ravi Thapa +5 more
wiley +1 more source
Impact of risk perception on emergency information seeking behavior: a meta-analysis. [PDF]
Gong W, Li Z, Tang J.
europepmc +1 more source
Semi‐Active Movable Shear Keys for Seismic Response Control of Bridges
ABSTRACT The size of the joint gaps plays a significant role in the dynamic performance of bridges. This has recently motivated the consideration of movable shear keys (MSKs), pioneered by the corresponding author, to enhance bridge performance by changing the bridge support/boundary conditions.
B. Neethu +3 more
wiley +1 more source
Topography of the subducting basement throughout the entire Nankai Trough. [PDF]
Shiraishi K +9 more
europepmc +1 more source
Unreinforced masonry (URM) structures are widespread worldwide, particularly in older urban districts. However, URM buildings—particularly those constructed before the introduction of modern building codes—are highly vulnerable to seismic hazard, and prone to experiencing local and/or global failures when subjected to significant horizontal shaking ...
Jiadaren Liu +2 more
wiley +1 more source

