English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Tools annual

Global: Zendy Free Plan

Global: Zendy Tools monthly

Global: Zendy Plus monthly

For the issues of overall stability design of bending members in the three specifications for design of steel structures GB 50017-2003, GB 50017-201X(exposure draft) and AISC 360-10, we compared the detailed differences be- tween the three specifications mainly from the aspect of calculation principle of the critical moment cr M and stability design formulas. The differences can be compared and obtained by applying the design methods to practical problems of stability design of bending members. On the other hand, it can provide some references for the subsequent revision of Chinese code for design of steel structures.

A Comparative Study of Overall Stability Calculation of Bending Members by Specifications for Design of Steel Structures Between China and USA