Results 171 to 180 of about 4,753 (289)
Numerical simulation study on the mining pressure law and collaborative failure of soft-hard interlayer working face. [PDF]
Hou Z, Li H, Liu G, Xie K, Wu P, Yang Z.
europepmc +1 more source
ABSTRACT Self‐centering rocking structures outperform conventional ones since they show zero post‐earthquake damage and excellent recentering; however, their applications remain limited due to concerns that rocking is extremely sensitive and nonrepeatable. This paper investigates the repeatability and parasitic out‐of‐plane motion of controlled rocking
Antonios A. Katsamakas
wiley +1 more source
Designers join scientists to make living architecture a reality. [PDF]
Beans C.
europepmc +1 more source
Ash yield is the primary geological factor controlling the spatial variations in the total gas content of the deep‐buried coalbed methane in the Nalinhe‐Hengshan area, Ordos Basin. However, porosity dominates the differential enrichment of the free gas content of the deep‐buried coalbed methane in the Nalinhe‐Hengshan area, Ordos Basin.
Shi Yunhe +9 more
wiley +1 more source
Minimizing energy consumption and providing improved thermal comfort for buildings by incorporating false ceiling and mechanical ventilation. [PDF]
Hossain MR, Shahriar K, Alam MM, Ali MH.
europepmc +1 more source
This study primarily investigates the optimal width for coal pillar retention in both sides of the worked‐out face section. Taking the 42201 haulage roadway of the 42201 working face at Shengxin Coal Mine as the primary research target, it analyses the optimum width for coal pillar retention through theoretical calculations, numerical simulations, and ...
Shuaifeng Yin +4 more
wiley +1 more source
Failure mechanisms and reinforcement of pipe-framed solar greenhouses under snow loads. [PDF]
Wang C, Shen J, Jiang Y, Zhu L.
europepmc +1 more source
Mine‐water immersion tests reveal pronounced coal weakening (vs. minor concrete degradation), identifying coal pillars as the stability‐limiting component in composite dams. A coupled FEINN framework quantifies extreme‐pressure stability and ranks multi‐parameter designs via a normalized multi‐indicator scheme, enabling optimized dam configuration for ...
He Wen +6 more
wiley +1 more source
Impact of Column Support Stiffness on the Mechanical Performance of Flat Frame Structural Systems Supporting Thin-Walled Folded Roofs. [PDF]
Abramczyk J, Chrzanowska K.
europepmc +1 more source
Discussion of Paper by Chin, Cheng, Lepage, and Lequesne
Earthquake Engineering &Structural Dynamics, EarlyView.
Prateek Shah +3 more
wiley +1 more source

