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Field test and emergency reinforcement evaluation for an ancient wood pagoda
Author(s) -
Zhang Guowei,
Sun Zuoshuai,
Ding Mengting,
Zhao Ziwei,
Gao Yuchun
Publication year - 2020
Publication title -
the structural design of tall and special buildings
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.895
H-Index - 43
eISSN - 1541-7808
pISSN - 1541-7794
DOI - 10.1002/tal.1686
Subject(s) - reinforcement , stiffness , structural engineering , damages , pagoda , modal , finite element method , modal analysis , engineering , computer science , materials science , law , political science , programming language , polymer chemistry
Summary Ancient wood pagodas, as the excellent representative of ancient China, play an important role in Chinese historical, art, and scientific aspects. Because most pagodas are lacking maintenance for a long time and the long term reinforcement measure has not been determined, it is necessary to carry out an emergency reinforcement method to avoid further damage. This paper presents a design guideline of emergency reinforcement method for ancient wood pagodas. Field tests based on pulsating method were carried out to identify the dynamic characteristics, structural stiffness, and structural damages. The modal frequency, modal shape of different columns and stiffness of each story indicate that the second apparent story is the weak point of the whole structure. To effectively analyze the nonlinear performance of the second apparent story and verify the superiority of the emergency reinforcement method, three elaborated finite element models of the second apparent story in undamaged, and current and reinforced states are established. The buckling analysis shows that the emergency reinforcement method could improve the critical load 89% nearby compared with the current structure. In addition, the seismic analysis proves that the emergency reinforcement method has positive effects on strengthening the weak point to against the earthquakes.