Nabih Youssef
- (1997): Seismic Response of an Instrumented 13-Story Steel Frame Building Damaged in the 1994 Northridge Earthquake. In: Earthquake Spectra, v. 13, n. 1 (February 1997).
- (1994): Supertall buildings with tuned mass damper. In: The Structural Design of Tall Buildings, v. 3, n. 1 (March 1994).
- (2013): Tall building with steel plate shear walls subject to load reversal. In: The Structural Design of Tall and Special Buildings, v. 22, n. 6 (25 April 2013).
- (2010): Seismic performance of a 55-storey steel plate shear wall. In: The Structural Design of Tall and Special Buildings, v. 19, n. 1-2 ( 2010).
- (2006): LATBSDC alternative design case study—concrete shear wall only beyond 240-foot LABC code limit: optimized behavior. In: The Structural Design of Tall and Special Buildings, v. 15, n. 5 ( 2006).
-
(2000): Los Angeles City Hall. In: The Structural Design of Tall Buildings, v. 9, n. 1 ( 2000).
https://doi.org/10.1002/(sici)1099-1794(200003)9:1<3::aid-tal141>3.0.co;2-r
- (2004): Nabih Youssef. In: The Structural Design of Tall and Special Buildings, v. 13, n. 3 ( 2004).
Structurae cooperates with
