Strut and tie model for predicting shear behavior of interior RC beam column joints under seismic loading. [PDF]
Zhao W, Yan Y, Yue Y, Xue R, Yan X.
europepmc +1 more source
Effects of the factor Xa inhibitor rivaroxaban on the differentiation of endothelial progenitor cells. [PDF]
Sohma R +8 more
europepmc +1 more source
Controlled impact demonstration airframe bending bridges [PDF]
The calibration of the KRASH and DYCAST models for transport aircraft is discussed. The FAA uses computer analysis techniques to predict the response of controlled impact demonstration (CID) during impact.
Soltis, S. J.
core +1 more source
Finite element analysis of a constructional column on the out-of-plane performance of the damaged steel frame-infilled wall. [PDF]
Wang Z +5 more
europepmc +1 more source
Effectiveness and Efficiency of Externally Bonded CFRP Sheets for Shear Strengthening of RC Beam-Column Joints. [PDF]
Wang B +7 more
europepmc +1 more source
Parametric study on the behavior of CFRP-strengthened reinforced concrete deep beams with cut circular web openings in shear spans. [PDF]
Yagmur E.
europepmc +1 more source
Wind tunnel tests of five strut sections in yaw [PDF]
In the first series of wind tunnel tests, the drag and cross wing force of all the struts were measured at a wind speed of 30 mph and at angles of yaw from 0 degrees to 20 degrees.
Warner, Edward P
core +1 more source
Shear-Flexural Performance of Steel Fiber-Reinforced Concrete Composite Beams: Experimental Investigation and Modeling. [PDF]
Zhi Q +5 more
europepmc +1 more source
Evaluation of strut-and-tie modeling for bridge pier applications
Strut-and-tie modeling is an analysis and design tool for reinforced concrete elements which assumes that internal stresses are transferred through a truss type mechanism. The tensile ties and compressive struts serve as truss members connected by nodal zones.
openaire +2 more sources
A Brief Overview on Crack Patterns, Repair and Strengthening of Historical Masonry Structures. [PDF]
Latifi R +3 more
europepmc +1 more source

