Evaluation of the applicability of simplified single-mode spectral analysis in the preliminary seismic design of isolated bridge according to TCVN 11823:2017

Author:

Nguyen Quang Chung1,Nguyen Xuan Dai2,Pham Duc Phong2,Nguyen Thanh Dong1

Affiliation:

1. Institute of Technical Engineering

2. Le Quy Don Technical University

Abstract

Earthquakes are one of the factors that cause a lot of damages to people and social property, especially to essential infrastructure such as bridges. Seismic isolation bearings are considered an effective seismic design solution, especially widely applied for bridge structures, and offer high efficiency in structural protection. The design calculation of seismic bearings for bridge structures is mentioned in world standards, but not clearly specified in TCVN 11823:2017. This paper presents a simplified analysis method for the fundamental vibration mode of bridges applied in the preliminary design of seismic isolation bearings, calculated according to TCVN 11823:2017. The reliability of the simplified method is evaluated by comparing the analysis results with the nonlinear time-history analysis method. The obtained results allow for providing necessary suggestions for design engineers in applying seismic isolation calculations, contributing to the development of standards for the seismic-resistant design of bridges in Vietnam.

Publisher

Vietnam Institute for Building Science and Technology

Subject

Ocean Engineering,General Earth and Planetary Sciences,General Engineering,General Environmental Science,General Medicine,Development,Geography, Planning and Development,General Earth and Planetary Sciences,General Environmental Science,Materials Chemistry

Reference36 articles.

1. [1] Morgan, T.A. and S.A. Mahin. (2011). The use of base isolation systems to achieve complex seismic performance objectives. 2011: Pacific Earthquake Engineering Research Center.

2. [2] Guizani, L. (Year). Sur l’isolation sismique des ponts au Canada. in 10e Colloque sur la progression de la recherche québécoise sur les ouvrages d’art.

3. [3] Buckle, I., et al. (2006). Seismic isolation of highway bridges. 2006: MCEER, University at Buffalo, the State University of New York.

4. [4] Naeim, F. and J. M. Kelly. (1999). Design of seismic isolated structures: from theory to practice. 1999: John Wiley & Sons.

5. [5] Constantinou, M.C., et al. (1999). Property modification factors for seismic isolation bearings.

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