Behaviour of Steel Structures in Seismic Areas : STESSA 2012 /
| Corporate Authors: | , |
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| Other Authors: | , |
| Format: | Conference Proceeding eBook |
| Language: | English |
| Language Notes: | English. |
| Published: |
Boca Raton, FL :
CRC Press,
[2016].
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| Edition: | First edition. |
| Subjects: | |
| Online Access: | Connect to the full text of this electronic book |
Table of Contents:
- Front Cover; Table of contents; Preface; Organization; Acknowledgements; Keynote lectures; Recent worldwide application of seismic isolation and energy dissipation to steel and other materials structures and conditions for their correct use; Multistorey steel framed building damage from the Christchurch earthquake series of 2010/2011; Responses of tall buildings in Tokyo during the 2011 Great East Japan Earthquake; Seismic performance of steel structures during the 2010 Maule earthquake; Analytical and experimental methods; Seismic failure analysis of a composite girder bridge.
- Cyclic tests of beam-upright connections in racking systems with a new hybrid procedureDevelopment of standard dynamic loading protocol for buckling-restrained braced frames; Hybrid simulation of a 2-story steel MRF retrofitted with HPFRC infill panels; Estimation of the risk amplification in steel buildings subject to seismic actions using Monte Carlo simulation; Effects of low-cycle fatigue on steel moment frames with RBS; Reliability-based seismic response transformation factors using Artificial Neural Network.
- Finite element modeling of the inelastic cyclic response and fracture life of square tubular steel bracing members subjected to seismic inelastic loadingExperimental and analytical modelling of seismic behaviour of braced framed structures with ""zipper"" mechanism; Application of Endurance Time method in seismic assessment of mid-rise and high-rise steel moment and braced frames; A finite element approach for modeling bolted top-and-seat angle moment connections; Study on concentrically V-braced frames under cyclic loading.
- Computer-based nonlinear analysis method for seismic performance assessment of 3D frameworksA fast incremental-iterative procedure for ultimate strength analysis and design of composite steel-concrete cross-sections; Real-time hybrid simulations of a 3-story steel frame building with magneto-rheological dampers subject to strong ground motions; Influence of friction on the constraints with degrees of freedom on the seismic behavior of steel structures; Seismic evaluation of a braced plan irregular steel structure using hybrid testing.
- Seismic testing of concentrically braced frame models for the BRACED projectConnection behavior; Numerical study on welded beam-to-column joints in hybrid-steel building frames; Cyclic behavior of a new mechanical beam-to-column connection for steel structures; Beam-to-column connection for built-up column using ultra-high-strength steel; Experimental research on hysteretic behavior of non-diaphragm joint connecting cold-formed steel tube and H-shaped beam; Finite element simulation of cyclic flexural behavior for braced frame beam-column connections.