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Seismic performance of fabricated continuous girder bridge with grouting sleeve-prestressed tendon composite connections被引量：2
《Frontiers of Structural and Civil Engineering》2023年第6期827-854,共28页Jin WANG Weibing XU Xiuli DU Yanjiang CHEN Mengjia DING Rong FANG Guang YANG 
This study was supported by the National Natural Science Foundation of China(Grant Nos.52108428,52178446,51978021,and 51908015);the Fundamental Research Funds for the Central Universities(No.2023MS067).We gratefully acknowledge their support.
The seismic performance of a fully fabricated bridge is a key factor limiting its application.In this study,a fiber element model of a fabricated concrete pier with grouting sleeve-prestressed tendon composite connect...
关键词：seismic performance continuous girder bridge grouting sleeve-prestressed tendon composite connections grouted sleeve connection design parameters 
Experimental and theoretical investigations of the lateral vibrations of an unbalanced Jeffcott rotor
《Frontiers of Structural and Civil Engineering》2020年第4期1024-1032,共9页Ali ALSALEH Hamid MSEDIGHI Hassen MOUAKAD 
The current work experimentally explores and then theoretically examines the lateral vibrations of an unbalanced Jeffcott rotor-system working at several unbalance conditions.To this end,three conditions of eccentric ...
关键词：rotor-dynamics Jeffcott rotor lateral vibrations Lagrange method system-equivalent stfess sleeve bearings il film induced stiffness 
Effects of inner sleeves on the inner frictional resistance of open-ended piles driven into sand
《Frontiers of Structural and Civil Engineering》2016年第4期499-505,共7页Janaka J. KUMARA Yoshiaki KIKUCHI Takashi KURASHINA Takahiro YAJIMA 
In open-ended piles, inner friction is developed between inner pile shaf and the inner soil. Inner frictional resistance depends largely on the degree of soil plugging, which is influenced by many factors including pi...
关键词：bearing capacity inner frictional resistance inner sleeve open-ended piles soil plugging 
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