SEISMIC APPRAISAL AND STRENGTHENING DESIGN OF A STOREY-ADDING-FRAME STRUCTURE

Zhu Lanlan; Zheng Qizhen; Wang Dong; Yang Jue

doi:10.13204/j.gyjz201201031

Volume 42 Issue 1

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(1): 160-163,65

Yang Haozhong Xu Ya Wu Peng, . RESEARCH ON PROTECTIVE SYSTEM FOR OLD RAILWAY STATIONS IN CANADA[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 54-57. doi: 10.13204/j.gyjz200801013

Citation:

Zhu Lanlan, Zheng Qizhen, Wang Dong, Yang Jue. SEISMIC APPRAISAL AND STRENGTHENING DESIGN OF A STOREY-ADDING-FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 160-163,65. doi: 10.13204/j.gyjz201201031

Yang Haozhong Xu Ya Wu Peng, . RESEARCH ON PROTECTIVE SYSTEM FOR OLD RAILWAY STATIONS IN CANADA[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 54-57. doi: 10.13204/j.gyjz200801013

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SEISMIC APPRAISAL AND STRENGTHENING DESIGN OF A STOREY-ADDING-FRAME STRUCTURE

doi: 10.13204/j.gyjz201201031

1.
1. Department of Civil Engineering,University of Shanghai for Science &Technology,Shanghai 200093,China;
2.
2. East China Branch of Central Research Institute of Building &Construction,MCC Group,Shanghai 200940,China

Received Date: 2011-06-07
Publish Date: 2012-01-20

Abstract

Abstract

Because of the change of functions,a six-story frame industrial workshop was reconstructed to a nine-story frame structure building used as hotel.The field inspection and seismic appraisal of the original building were carried out,the results could meet various requirements of the present Chinese code.According to the problems when storey adding directly,for instance,the ratios of the axial compression to axial compressive strength of some frame columns would be beyond the limit,the longitudinal reinforcement ratios of frame beams would be less than the service level,and some stories drift would be beyond the limit of seismic design code,strengthening designs,including pressure grouting in treatment for foundation like enlarging cross-section of columns and beams,and adding short pier shear wall to increase the lateral displacement stiffness of structure were provided.Based on the analysis of the structure after strengthening,the effect of the seismic strengthening design was excellent.
- frame structure,
- aseismic,
- inspection,
- storey adding,
- strengthening design

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References(8)

References

DBJ0150192北京地区建筑地基基础勘察设计规范[S].

GB50007--2002建筑地基基础设计规范[S].

GB50023--2009建筑抗震鉴定标准[S].

GB50009--2001建筑结构荷载规范[S].

GB50367--2006混凝土结构加固设计规范[S].

GB500II一200l建筑抗震设计规范[S].

JGJ1162009建筑抗震加固技术规程[S].

JGJ1232000既有建筑地基基础加固技术规范[S].

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