anybody remember the article in Structural Magzine about using steel beam in a concrete wall at roof

[hawaiioption]

I remember it's a high-rise project in Honolulu at roof level using a steel beam embeded in the shearwall to make the coupling beam shear work? With a picture of that detail. It was published maybe 5-6 years ago.
Or any idea to make a very large coupling wall (beam) shear work? Thank you.