Experimental Study on The Mechanical Properties of Novel Viscous Mass Damper
ObjectiveThe inertial system has been shown to possess beneficial effects on building structures, such as extending their natural period. However, the development of the device itself remains relatively limited.
CAI Yijie +4 more
doaj
Research on Restoring Force Model of Self-centering Unidirectional Friction Damper
ObjectiveTo enhance the self-centering ability of friction dampers, a self-centering unidirectional friction damper with adjustable frictional force was deeply studied.
Liu Yunshuai +4 more
doaj
Modular steel construction is a new type of building that divides traditional houses into three-dimensional units. Each module unit is transported to the field assembly after the factory prefabrication is completed.
WEI Hongyuan +5 more
doaj
Mechanical Performance of Novel 3D-Printed Symmetric Corrugated Hierarchical Honeycombs. [PDF]
Zhang D +9 more
europepmc +1 more source
Wear, fatigue characteristics, and antibacterial performance of UHMWPE reinforced with HAP+TiO<sub>2</sub> for biomedical applications. [PDF]
Salama A +4 more
europepmc +1 more source
Mechanical and Bond Behavior of a Hybrid Steel-Basalt-Polypropylene Fiber-Reinforced High-Performance Concrete with Steel, GFRP or CFRP Bars. [PDF]
Smarzewski P.
europepmc +1 more source
Interfacial Friction-Controlled Fiber Failure Modes for Toughness Enhancement of Engineered Cementitious Composites. [PDF]
Zhang D, Yang Y, Wang Z, Wang L.
europepmc +1 more source
Finite element modeling of lag screw with plate fracture fixation: Effects of screw angle, countersinking, and plate configuration. [PDF]
Wee H, Reid JS, Lewis GS.
europepmc +1 more source
Evolutionary-based framework for practical prediction of offshore wind turbine natural frequency considering soil-structure interaction. [PDF]
Abbasi S, Pirouz M, Masoodi AR.
europepmc +1 more source
Out-of-Plane Skew Effects on the Cyclic Performance of Column-Tree Steel Moment Connections. [PDF]
Kim GW, Hong JK.
europepmc +1 more source

