Results 191 to 200 of about 73,592 (334)
Integrating Exposed Structural Steel Plate Shear Walls into the Architectural Design Process
, 2016 Adam R. Phillips +2 more
openalex +1 more source
Parametric Analysis of New Assembled Double Steel Plate-Concrete Composite Shear Wall Structure
, 2021 Cheng Hong +4 more
openalex +1 more source
Experimental Characterization of a Full‐Scale Stair System Detailed to Achieve Seismic Resiliency
Earthquake Engineering &Structural Dynamics, EarlyView.ABSTRACT Stair systems are the primary means of egress in and out of a building during and after an earthquake. Therefore, it is essential to detail these critical nonstructural systems such that they remain operable during and after an earthquake of moderate to high levels of intensity.
Shokrullah Sorosh +6 more
wiley +1 more source
Topology optimization of strut-and-tie models in steel plate shear walls
, 2016 Ali Kheiri Marghzar +2 more
openalex +2 more sources
Hybrid thermocouple development program [PDF]
The design and development of a hybrid thermocouple, having a segmented SiGe-PbTe n-leg encapsulated within a hollow cylindrical p-SiGe leg, is described. Hybrid couple efficiency is calculated to be 10% to 15% better than that of a all-SiGe couple.
Garvey, L. P., Krebs, T. R., Lee, E.
core +1 more source
Earthquake Engineering &Structural Dynamics, EarlyView.ABSTRACT This study investigates the structural performance of cold‐formed steel (CFS) shear walls sheathed with gypsum panels, in accordance with the forthcoming Eurocode 8 seismic design guidelines for ductility class 3 (DC3) buildings. Utilizing a multiscale experimental approach, the research involved material testing, component‐level evaluations ...
Luigi Fiorino +3 more
wiley +1 more source
Investigation of cyclic behavior of steel-concrete composite coupling beams with axial rib corrugated webs. [PDF]
Sci RepLiu Y, Sun F, Jiao L, Pan H, Xu D.
europepmc +1 more source
Earthquake Engineering &Structural Dynamics, EarlyView.ABSTRACT A reinforced concrete waffle‐flat plate structure was subjected to a sequence of bidirectional near‐fault ground motions on a shake table until collapse. The test specimen was designed under current building codes and assigned a region of moderate seismicity.
Amadeo Benavent‐Climent +2 more
wiley +1 more source
Experimental Study on Shear Performance of Longitudinal Joints in Prefabricated Invert Arch for Mountain Mining Method Tunnels. [PDF]
Materials (Basel)Zhang S, Ma M, Li C, Ye P, Chen Z.
europepmc +1 more source
On the improvement of steel plate shear wall behavior, using energy absorbent element
, 2017 Fereshteh Emami, Massood Mofid
openalex +1 more source