Double shear bolted bracket moment connections, part 1: Four-bolt configuration design methodology-Reference-Cited by-同舟云学术

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Double shear bolted bracket moment connections, part 1: Four-bolt configuration design methodology

Published:2020-11 Issue: Volume:174 Page:106280
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Mirzaie Abar Bahram,Ghobadi Mohammad Soheil

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference73 articles.

1. Seismic Provisions for Structural Steel Buildings;ANSI/AISC 341-16,2016

2. Specification for Structural Steel Buildings;ANSI/AISC 360-16,2016

3. Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications;ANSI/AISC 358-05,2005

4. Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications;ANSI/AISC 358-18,2018

5. Special perforated steel plate shear walls with reduced beam section anchor beams. I: experimental investigation;Vian;J. Struct. Eng.,2009

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1. Seismic response of CFST Double-Tee moment connections: Design criteria and experimental tests;Engineering Structures;2023-10

2. A new energy-dissipating RBS connection with double-nut-bolts: Seismic performance assessment and design methodology;Engineering Structures;2023-10

3. Removable, Reconfigurable, and Sustainable Steel Structures: A State-of-the-Art Review of Clamp-Based Steel Connections;Sustainability;2023-05-10

4. Biaxial cyclic behavior of bolted end-plate connection to I-column reformed by box-plates;Engineering Structures;2022-03

5. New generation of bolted bracket connections: Safe load-carrying capacity and structural damage assessment;Engineering Structures;2022-02

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