Seismicity diagnostic of permeability creation from centimeter to subkilometer scales in crystalline rock during shear stimulation. [PDF]
Yu P +4 more
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
Fragility analyses and strong ground motion response of mechanically stabilized earth retaining walls with plate anchors. [PDF]
Ansari Targhi M, Safi M, Noorzad A.
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
Correlation between clay activity and dynamic properties of intact loess: evidence from microstructure and water-retention capacity. [PDF]
Ding J, Zhao X, Niu S, Wang S.
europepmc +1 more source
Sensitivity analysis and integrated optimization of placement and parameters of rotational friction dampers based on seismic energy approach considering soil-structure interaction. [PDF]
Jarrahi H, Vaziri SJ, Khatibinia M.
europepmc +1 more source
Yielding brace system as a next-generation lateral load mechanism for seismic resilient cities. [PDF]
Rc B +11 more
europepmc +1 more source
Tidal and hydrological seismicity modulations reveal pore fluid diffusion during earthquake nucleation. [PDF]
Zhao Z +5 more
europepmc +1 more source
Experimental evaluation of the effect of openings on the structural performance of diagonally reinforced coupling beams. [PDF]
Elghool A +3 more
europepmc +1 more source
The Monotonic Behavior of Existing Bridge Piers Retrofitted by Expansive Concrete-Filled Steel Tubes: An Experimental and Numerical Study. [PDF]
Peng G, Yao G, Jia H, Yao Y, Zheng S.
europepmc +1 more source

