INVESTIGATION ON INFLUENCE OF INFILL WALLS ON HIGHER MODE EFFECT OF SELF-CENTERING PRESTRESSED CONCRETE FRAME STRUCTURES

HUANG; Linjie; ZHOU; Zhen

doi:10.13204/j.gyjz202001007

Volume 50 Issue 1

Jan. 2020

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HUANG, Linjie, ZHOU, Zhen. INVESTIGATION ON INFLUENCE OF INFILL WALLS ON HIGHER MODE EFFECT OF SELF-CENTERING PRESTRESSED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 34-39. doi: 10.13204/j.gyjz202001007

Citation:

HUANG, Linjie, ZHOU, Zhen. INVESTIGATION ON INFLUENCE OF INFILL WALLS ON HIGHER MODE EFFECT OF SELF-CENTERING PRESTRESSED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 34-39. doi: 10.13204/j.gyjz202001007

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INVESTIGATION ON INFLUENCE OF INFILL WALLS ON HIGHER MODE EFFECT OF SELF-CENTERING PRESTRESSED CONCRETE FRAME STRUCTURES

doi: 10.13204/j.gyjz202001007

Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing 210096, China

Received Date: 2019-03-01

Abstract

Abstract

The case-study five-story and nine-story self-centering prestressed concrete (SCPC) frames for the PRESSS-Technology Design Example Handbook were selected as analytical model.The friction damper was installed into beam-column connections and infill walls was installed into the SCPC frame structure. The numerical models of the 4 SCPC frame structures were established via the finite element software OpenSees to investigate the influence of infill walls on seismic performance (i.e.higher model effect) of SCPC frames. Furthermore, dynamic analysis under the design basis earthquake (DBE) and the maximum considered earthquake (MCE) actions of 22 suits ground motion records selected from FEMA P695 were carried out on the 4 models accordingly. Comparison of the results showed that the initial stiffness and energy dissipating capacity of structures were improved, the higher model effect and damage concentration effect of SCPC frames were decreased, the inter-story drift ratio was increased. Though the residual deformation was enhanced slightly when the infill walls was installed itno SCPC frame structures, the structure was still repairable.
- self-centering,
- precast,
- prestressed concrete frame,
- infill walls,
- higher mode effect,
- dynamic response

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References(19)

References

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