Kurt Fischer
- 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). (2010):
- 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). (2006):