Abstract
With the rapid development of computers in the past decade, design making the full use of computer speed and memory has become the trend of structural design in the world. To date, the simulation-based design of various types of structures is common and has been found to be successful in providing a practical engineering solution to safety and stability of most structures like buildings, towers, scaffolds, domes, pre-tensioned steel structures, glass structures and others. This paper describes the experience and new findings in the course of using the new design concept for quick and reliable check of various forms of structures made of different materials. The high accuracy as well as the underlying philosophy of the method of 'Nonlinear Integrated Analysis and Design (NIDA)', which allows for the second-order effects and initial imperfections for design of steel structures, is presented.
Original language | English |
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Title of host publication | ICASS '09/IJSSD - Proceedings of Sixth International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics |
Pages | 911-916 |
Number of pages | 6 |
Publication status | Published - 1 Dec 2009 |
Event | 6th International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics, ICASS 2009 - Hong Kong, Hong Kong Duration: 16 Dec 2009 → 18 Dec 2009 |
Conference
Conference | 6th International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics, ICASS 2009 |
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Country/Territory | Hong Kong |
City | Hong Kong |
Period | 16/12/09 → 18/12/09 |
Keywords
- Buckling
- Imperfections
- NIDA
- Second-order analysis
- Structures
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction