A probabilistic model for the evaluation of strong column-weak beam provision for flexible-base buildings subjected to pulse-like ground motions

Author:

Ghorbanzadeh Mohammad,Khoshnoudian Faramarz,Taghikhany Touraj

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference62 articles.

1. ACI Committee 318 (2014) Building code requirements for structural concrete (318–14) and commentary. Farmington Hills, MI

2. Alavi B, Krawinkler H (2004) Behavior of moment-resisting frame structures subjected to near-fault ground motions. Earthq Eng Struct Dyn 33:687–706

3. ANSI/AISC 341-16 (2016) Seismic Provisions for Structural Steel Buildings. American Institute of Steel Construction Inc, Chicago, IL

4. Archila M, Ventura CE, Finn WDL (2017) New insights on effects of directionality and duration of near - field ground motions on seismic response of tall buildings. Struct Des Tall Spec Build 26:1–14

5. ASCE/SEI 7-16 (2016) Minimum design loads for buildings and other structures. American Society of Civil Engineers

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