Ahmad Zamanifar

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Dynamic Amplification of Seismic Moments and Shear Forces in Cantilever Walls

Land

Design of Reinforced Concrete Buildings for Seismic Performance: Practical Deterministic and Probabilistic Approaches

Critical Comparison of Major Seismic Codes for Buildings: Technical Report

4 STARS BECAUSE OF NEW SHEAR WALL DESIGN Hello ALL You know better than me that ACI-318-2019 says that we should amplify shear force for designing special shear walls. In the commentary, ACI-318 mentions to NZS 3101 code too. NZS-3101 says for such an approach the PHI(strength reduction factor ) is equal to 1 .... phi=1 instead of 0.75 or 0.60 Why is it different in the two codes? please guide me. thanks before Ahmad

ACI 318-19

PPI California Civil Seismic Principles Solved Problems, 12th Edition – Comprehensive Practice for Both the California Civil: Seismic Principles Exam and the NCEES Structural Engineering (SE) Exam