100-109-166a_Structural
Index
Seismic characteristics of the folded cantilever shear structure 2-3-4
Seismic performance of adjacent building using fluid viscous dampers
Precast Bent System for Bridges in Seismic Regions Marc Eberhard, John Stanton Olafur Haraldsson, Todd Janes, Hung Viet Tran University of Washington NEES.
Energy Dissipation at Foundation Level By: A. Mahdizadeh N. Goudarzi 6 th International Conference of Seismology & Earthquake Engineering (SEE6) May 16-18.
Research for CCTV Tower in China
Renélagos am-cont-sep13-bro-s
Modeling Beam-Column Joints in Fragility Assessment of Gravity Load Designed Reinforced Concrete Frames
Www.sciencedirect.com.Ezproxy.library.ubc.CA Science MiamiImageURL Cid=271087& User=1022551& Pii=S0141029601001353&
Www.ce.Berkeley.edu ~Astaneh Steel Shear Walls US Japan Shear Wall Paper US Japan Workshop 2000
The Structural Performance of Monolithic Intersecting Walls in a Tall Reinforced Concrete Building
