|Table of Contents|

Analytical Calculation Method of Seismic Resistant Response for Posttensioned Precast Bridge Piers(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2012年03期
Page:
61-67
Research Field:
Publishing date:

Info

Title:
Analytical Calculation Method of Seismic Resistant Response for Posttensioned Precast Bridge Piers
Author(s):
BU Zhan-yu1;  XIE Xu2;  DING Yong1;  HUANG Jian-yuan1
1. School of Architectural, Civil Engineering and Environment, Ningbo University, Ningbo 315211, Zhejiang, China; 2. School of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, Zhejiang, China
Keywords:
precast pier;  posttensioned tendon;  seismic resistant;  analytical calculation method;  compressive strength
PACS:
U443.22
DOI:
-
Abstract:
Under the background of pseudo static test of precast bridge piers with two kinds of connection manners, the seismic resistant analytical calculation method of posttensioned precast bridge piers was investigated. The calculation process of lateral force-displacement relation was deduced based on critical sectional axial load and bending moment equilibrium and entire bending moment balance at column base. The influences of reinforcement ratio of energy dissipation bars and height-width ratio on the seismic resistant behaviors of precast bridge piers were discussed. The results indicate that the analytical calculation results and fibre model results are in accordance with pseudo static test results, the analytical calculation method can substitute for fibre model in the calculation of precast bridge pier seismic resistant behavior.

References:

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Last Update: 2012-09-20