Results 161 to 170 of about 10,905 (308)

Numerical evaluation on behavior of an integrated slope stabilization structure under seismic effect. [PDF]

Sci Rep
Wang Y.
europepmc   +1 more source

Performance of Cold Formed Steel Shear Wall Panel with OSB Sheathing under lateral load [PDF]

, 2019
I. Rouaz, S. Rafa, A. Bouaicha
core   +1 more source

Modeling and experimental validation of bolt–grout bond–slip behavior for deep underground excavation support

Deep Underground Science and Engineering, EarlyView.
A novel shear‐lag model, validated by pull‐out tests, incorporates a constant bond stress stage to predict the complete load–displacement response of grouted rock bolts, providing a new tool for optimizing anchorage length and material toughness in deep underground engineering. Abstract The stability of rock masses in deep underground excavations, such
Wenhui Bian, Xiaohui He, Kexue Wang, Yufei Wu, Guoxin Wang, Shaochen Zhang, Jun Yang   +6 more
wiley   +1 more source

Experimental study on seismic performance of prefabricated grid composite walls with different vertical connection forms. [PDF]

Sci Rep
Zhang CH, Wang XL, Qin Q, Cheng L, Gao ZG, Wang L, Zhang H, Xiong GH, Shang CL.   +8 more
europepmc   +1 more source

Analytical stress solution framework for lined compressed air energy storage chambers and its application to safe burial depth determination and supporting effectiveness evaluation

Deep Underground Science and Engineering, EarlyView.
An analytical framework delivers a closed‐form stress solution for lined compressed air energy storage chambers, enabling the determination of the minimum safe burial depth. The solution quantitatively evaluates lining support effectiveness, offering a reliable tool for chamber design and optimization.
Zeyuan Sun, Cheng Zhao, Jinquan Xing, Qinyuan Luo   +3 more
wiley   +1 more source

Numerical simulation of mechanical properties of a new type of assembly shear wall horizontal connection device. [PDF]

Sci Rep
Tian P, Fu C, Niu J, Wang J, Xie Z, Xiong E.   +5 more
europepmc   +1 more source

SEISMIC PERFORMANCE OF STEEL SHEAR WALL WITH SLITS INCORPORATED IN THREE-STORY CFT BUILDING FRAME [PDF]

, 2004
Chiaki MATSUI, Toko HITAKA, Junichi SAKAI   +2 more
core   +1 more source

Fracture evolution of a thick soft protection layer and the water inrush mechanism in overburden under longwall mining

Deep Underground Science and Engineering, EarlyView.
Through shear–tensile creep tests and viscoelastic modeling, the fracture evolution of thick soft protective layers is clarified. Results show thickness‐dependent rheological failure modes that govern four types of roof water inrush, providing a mechanism‐based framework for hazard prediction and control. Abstract In the Jurassic coal‐bearing strata of
Mengnan Liu, Wei Qiao, Xianggang Cheng, Xiangsheng Meng, Peichao Feng   +4 more
wiley   +1 more source

Lateral Resistance of Modular CFS Shear Wall Connected with Rectangular Steel Tubes and Its Contribution to Frame Structures. [PDF]

Materials (Basel)
Kang Y, Mei J, Wu X, Wang L.
europepmc   +1 more source

COMPARISION OF PERFORMANCE OF STEEL PLATE SHEAR WALL WITH R.C.C SHEAR WALL IN TALL BUILDING

International Journal of Advance Engineering and Research Development, 2017
openaire   +1 more source