Study on the Effect of Outer Frame on Seismic Performance of Improved Multi-Ribbed Slab Structure

Abstract:

This paper confirmed the calculation model of improved multi-ribbed slab structure and the stress relationship among three seismic fortification lines, offered the possibility of distributing earthquake action reasonably, provided the basis for optimal design. Comparing the similarities and differences between the improved multi-ribbed slab structure and energy-consumption braced frame; characteristic parameters of restoring force in the third seismic fortification line, outer frame, would be got by design and be adjusted. This paper analyzed the third seismic fortification line by numerical simulation and example analysis, the variation range of performance of the third seismic fortification line is got, this range can be adjusted by changing the influencing factors of three seismic fortification lines. The reasonable destruction mode of three seismic fortification lines could be achieved, namely the control design of three seismic fortification lines could be achieved.

• Periodical: Advanced Materials Research (Volumes 791-793)
• Pages: 330-334
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.791-793.330
• Online since: September 2013
• Authors: Kun Qian, Tian Xia, Jie Zhang, Quan Yuan
• Keywords: Mproved Multi-Ribbed Slab Structure, Numerical Analysis, Outer Frame, Seismic Fortification Line

References

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DOI: 10.17775/cseejpes.2017.0018

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