A levels‐of‐approximation approach to seismic design or assessment of beam‐column joints in shear-Reference-Cited by-同舟云学术

A levels‐of‐approximation approach to seismic design or assessment of beam‐column joints in shear

Published:2020-11-18 Issue:3 Volume:22 Page:1259-1284
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Fardis Michael N.¹^ORCID

Affiliation:

1. Emeritus Professor of Civil Engineering University of Patras Patras Greece

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202000336

Reference19 articles.

1. Capacity design: Early history

2. Reinforced concrete beam‐column joints under seismic actions;Paulay T;ACI J,1978

3. CEN (2004) European Standard EN 1998‐1 Eurocode 8: Design of structures for earthquake resistance. Part 1: General rules seismic actions and rules for buildings Comité Européenne de normalisation. Brussels

4. Jirsa JO (1991) Design of beam‐column joints for seismic resistance ACI Spec. Publ. SP‐123 Am. Concr. Inst. Farmington Hills Mich

5. Shear Strength of Exterior and Corner Beam-Column Joints without Transverse Reinforcement

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1. Mechanical- and Data-Driven Model for Probabilistic Shear Strength of Interior Beam-Column Joints;ACI Structural Journal;2023-05-01

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3. Probabilistic prediction of joint shear strength using Gaussian process regression with anisotropic compound kernel;Engineering Structures;2023-02

4. RC Beam-Column joints, discussion of the provisions in the second generation Eurocode 8;Procedia Structural Integrity;2023

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