Revisiting the moment distribution method: buckling of beams and frames-Reference-Cited by-同舟云学术

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Revisiting the moment distribution method: buckling of beams and frames

Published:2017-07-03 Issue:3 Volume:24 Page:172-179
ISSN:1023-697X
Container-title:HKIE Transactions
language:en
Short-container-title:HKIE Transactions

Author:

Kong Jackson¹,Wong Simon H F²,Ng Martin S H²

Affiliation:

1. Division of Building Science and Technology, City University of Hong Kong, Hong Kong, People’s Republic of China

2. Faculty of Science and Technology, The Technological and Higher Education Institute of Hong Kong, Hong Kong, People’s Republic of China

Funder

Wuhan University of Technology

Innovation and Technology Fund of Hong Kong

Green Island International Ltd.

Research Grant Council of Hong Kong

Natural Science Foundation of Tianjin City

Publisher

The Hong Kong Institution of Engineers

Subject

General Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/1023697X.2017.1289127

Reference11 articles.

1. Equivalent lateral force procedure for the seismic story drift design of tall frames using a hand-calculated approach

2. Stability and non-linear second-order elastic analyses of beam and framed structures with semi-rigid connections using the cross method

3. Closed-form moment solution for continuous beams and bridge structures

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