Results 81 to 90 of about 548 (151)

Evaluation of the Seismic Behavior of Carbon-Grid-Reinforced Walls with Varying Anchorage and Axial Load Ratios. [PDF]

Polymers (Basel)
Kim KM, Park SW, Song BK, Min KJ, Yoon SH.   +4 more
europepmc   +1 more source

Shear and Flexural Behavior of RC Columns with Rectangular Hollow Cross-Sections Under Cyclic Loading. [PDF]

Materials (Basel)
Jin K, Choi H, Quan C.
europepmc   +1 more source

CLOSED-FORM CRITICAL EARTHQUAKE RESPONSE OF ELASTIC-PLASTIC STRUCTURES WITH BILINEAR HYSTERESIS UNDER NEAR-FAULT GROUND MOTIONS

Journal of Structural and Construction Engineering (Transactions of AIJ), 2016
Kotaro KOJIMA, Izuru TAKEWAKI
openaire   +2 more sources

Seismic performance of weak-axis steel beam-to-column connections with a T-adapter. [PDF]

Sci Rep
Yılmaz O.
europepmc   +1 more source

Wire-form shape memory alloy actuators: modeling, design, and control. [PDF]

Microsyst Nanoeng
Zhang R, Yue H, Sun H, Wang M, Yang F, Liu J, Yu Z, Huang X.   +7 more
europepmc   +1 more source

Mechanical hysterons with tunable interactions of general sign. [PDF]

Nat Commun
Paulsen JD.
europepmc   +1 more source

OpenMCT: an open-source DC motor control educational kit. [PDF]

HardwareX
Von Chong A, Vargas S, Duhé JF, Cárdenas D.   +3 more
europepmc   +1 more source

Estimation of maximum response ductility using equivalent natural period and damping ratio obtained from acceleration response of a nonlinear SDOF system with bilinear hysteresis during earthquakes

Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)), 2011
Aiko FURUKAWA, Akira IGARASHI, Junji KIYONO   +2 more
openaire   +2 more sources

Seismic fragility analysis of fully prefabricated frame structures with steel plate hoop bolt connections based on various engineering demand parameters. [PDF]

PLoS One
Gao Z, Zhang J, Cao L.
europepmc   +1 more source

An OpenSEES graphical user interface for structural dynamics and earthquake engineering instruction. [PDF]

Sci Rep
Yazici G, Ein Larouzi B.
europepmc   +1 more source