Sinicizing European Languages: Lexicographical and Literary Practices of Pidgin English in Nineteenth-Century China

Yuqing Liu 성균관대학교 동아시아학술원 2022 Sungkyun Journal of East Asian Studies Vol.22 No.2

This article reconsiders the social, economic, and literary significance of Chinese Pidgin English (CPE) in Chinese society by exploring lexicographical and literary practices of pidgin in nineteenth-century China. Resituating the history of CPE in Chinese language history, this article problematizes the concept of pidgin and pursues three arguments. First, the author maintains that CPE arose from the marginalized status of the Euro-American traders who were restricted from learning the Chinese language in Canton. Second, by exploring foreign-language glossaries, this article foregrounds the key role of sinographs and Chinese topolects in mediating and remolding foreign languages. Last, by examining the appropriation of foreign sounds in Cantonese folk songs and Pan Youdu's poetry, this article demonstrates the complex flow of these sounds among different languages and the power of pidgin in transgressing linguistic boundaries.

The Effect of Melatonin on Mitochondrial Function in Endotoxemia Induced by Lipopolysaccharide

Liu, Jing,Wu, Fengming,Liu, Yuqing,Zhang, Tao,Tang, Zhaoxin Asian Australasian Association of Animal Productio 2011 Animal Bioscience Vol.24 No.6

This study examined the metabolism of free radicals in hepatic mitochondria of goats induced by lipopolysaccharide (LPS), and investigated the effects of melatonin (MT). Forty-eight healthy goats ($10{\pm}1.2\;kg$) were randomly selected and divided into four groups: saline control, LPS, MT+LPS and MT. The goats within each group were3 sacrificed either 3 or 6 h after treatment and the livers removed to isolate mitochondria. The respiration control ratio (RCR), the ADP:O ratio, the oxidative phosphorylation ratio (OPR), the concentration of $H_2O_2$ and the activities of Complex I-IV were determined. The mitochondrial membrane potential ($\Delta\psi_m$) was analyzed by flow cytometry. The results showed that RCR, O/P and OPR of the LPS group decreased (p<0.05), as well as activities of respiratory complexes, whereas the generation of $H_2O_2$ in Complex III increased (p<0.05) after 3 h, while Complex II and III increased after 6 h. Also, it was found that the mitochondrial membrane potential of the LPS group declined (p<0.05). However, pre-treatment with MT attenuated the injury induced by LPS, which not only presented higher (p<0.05) RCR, O/P, OPR, and respiratory complex activities, but also maintained the $\Delta\psi_m$. Interestingly, it is revealed that, in the MT+LPS group, the generation of $H_2O_2$ increased firstly in 3 h, and then significantly (p<0.05).decreased after 6 h. In the MT group, the function of mitochondria, the transmenbrane potential and the generation of $H_2O_2$ were obviously improved compared to the control group. Conclusion: melatonin prevents damage caused by LPS on hepatic mitochondria of goats.

Stress Redistribution of Headed Stud Connectors Subjected to Constant Shear Force

Rong Liu,Zhiqiang Feng,Hengda Ye,Yuqing Liu 한국강구조학회 2020 International Journal of Steel Structures Vol.20 No.2

In order to evaluate the stress concentration of stud shear connectors considering creep effect of concrete, finite element analysis of the push-out specimen is carried out. The rate of creep method is used in the solid model to reflect the creep property of concrete. Local bearing stress and splitting stress of concrete are analyzed. The stress concentration of steel beam and stud near the weld toe are obtained. Results show that owing to the creep effect of concrete, the local stresses of the stud are redistributed, even under constant shear force. The stress concentration factor (SCF) of concrete bearing stress in front of the weld collar decreases by about 52%, while the bending deformation of the stud increases due to the stress redistribution given 10 years of creep time. SCF at the weld toe of steel beam increases about 1.5 times of short-term, and SCF of stud shank increases about 3 times. The stress concentration at the root of studs become more obvious under constant shear force due to concrete creep, which is adverse for the long-term behavior of studs in the normal service stage.

Research on shear distribution of perfobond connector groups with rubber rings

Yangqing Liu,Haohui Xin,Yuqing Liu 국제구조공학회 2021 Steel and Composite Structures, An International J Vol.38 No.4

This paper aims to verify the feasibility of rubber rings to mitigate the shear concentration in perfobond connector (PBL) groups. Firstly, modified push-out tests for five specimens with four holes were conducted to investigate the effects of rubber rings on the shear mechanism of PBL groups. The test results showed that by employing rubber rings on partial holes, more shear forces were distributed to the holes without rubber rings. The rubber rings significantly improved the slip ability of the specimens, and the ductility of PBL groups is dependent on the number and thickness of rubber rings. Subsequently, three-dimensional numerical models were established and validated by the experimental results. According to the plastic strain distribution in concrete dowels, the action principle of rubber rings in PBL groups was explained. Furthermore, the parametric study was conducted to investigate the influential factors on shear distributions, including the width of steel plates, the hole spacing, the number of holes, the rubber ring thickness, and the positions of rubber rings. The parametric analysis results showed that the redistribution of shear forces is significantly affected by the rubber rings with the smallest thickness. By properly employing rubber rings in PBL groups, the shear forces of holes are more even. Finally, an analytical model for PBL groups with rubber rings was proposed to predict the shear distribution at the serviceability stage.

Comparative transcriptome analysis to reveal key ethylene genes involved in a Lonicera macranthoides mutant

Long YuQing,Zeng Juan,Yang Min,Zhou XinRu,Zeng Mei,Liu ChangYu,Tong QiaoZhen,Zhou RiBao,Liu XiangDan 한국유전학회 2023 Genes & Genomics Vol.45 No.4

Background Lonicera macranthoides Hand.-Mazz. is an important medicinal plant. Xianglei-type (XL) L. macranthoides was formed after many years of cultivation by researchers on the basis of the natural mutant. The corolla of L. macranthoides XL remains unexpanded and its flowering period is nearly three times longer than that of wild-type (WT) plants. However, the molecular mechanism behind this desirable trait remains a mystery. Objective To understand the floral phenotype differences between L. macranthoides and L. macranthoides XL at the molecular level. Methods Transcriptome analysis was performed on L. macranthoides XL and WT. One DEG was cloned by RT-PCR amplification and selected for qRT-PCR analysis. Results Transcriptome analysis showed that there were 5603 differentially expressed genes (DEGs) in XL vs. WT. Enrichment analysis of DEGs showed that pathways related to plant hormone signal transduction were significantly enriched. We identified 23 key genes in ethylene biosynthesis and signal transduction pathways. The most abundant were the ethylene biosynthesis DEGs. In addition, the open reading frames (ORFs) of WT and XL ETR2 were successfully cloned and named LM-ETR2 (GenBank: MW334978) and LM-XL-ETR2 (GenBank: MW334978), respectively. qRT-PCR at different flowering stages suggesting that ETR2 acts in the whole stage of flower development of WT and XL. Conclusions This study provides new insight into the molecular mechanism that regulates the development of special traits in the flowers of L. macranthoides XL. The plant hormone ethylene plays an important role in flower development and flowering duration prolongation in L. macranthoides. The ethylene synthesis gene could be more responsible for the flower phenotype of XL. The genes identified here can be used for breeding and improvement of other flowering plants after functional verification.

Distortion Induced Fatigue of Deck Plate at Rib Intersection with Diaphragm in Orthotropic Steel Deck

Rong Liu,Bo Wang,Yuqing Liu 한국강구조학회 2015 International Journal of Steel Structures Vol.15 No.3

Toe-deck (TD) fatigue due to wheel induced distortion of orthotropic steel decks (OSDs) was reported by laboratory tests. The existing OSDs could probably suffer the TD fatigue and is evaluated using the hot spot stress (HSS) method. The wheel induced stresses of the trough-deck welded joint are analyzed using the shell model. The influences of HSS with mesh size, stress extrapolation, element shape function and the hot spot location variation are checked. TD fatigue durability using the monitored traffic data and the design specifications are discussed. Results demonstrate that the weld toe of the joint suffers wheel induced stress concentration and frequent stress cycles. The refined shell model using the 4-node-shell elements results in nearly constant HSS. TD fatigue durability of the 12mm deck with 50mm asphalt pavement falls below the designed service life that might explain the observed fatigue cracks in the vicinity of the deck toe by laboratory tests and the in-site observation. The TD fatigue evaluation using the HSS method may be utilized to get a conservative OSD design.

SVC: Secure VANET-Assisted Remote Healthcare Monitoring System in Disaster Area

( Xuefeng Liu ),( Hanyu Quan ),( Yuqing Zhang ),( Qianqian Zhao ),( Ling Liu ) 한국인터넷정보학회 2016 KSII Transactions on Internet and Information Syst Vol.10 No.3

With the feature of convenience and low cost, remote healthcare monitoring (RHM) has been extensively used in modern disease management to improve the quality of life. Due to the privacy of health data, it is of great importance to implement RHM based on a secure and dependable network. However, the network connectivity of existing RHM systems is unreliable in disaster area because of the unforeseeable damage to the communication infrastructure. To design a secure RHM system in disaster area, this paper presents a Secure VANET-Assisted Remote Healthcare Monitoring System (SVC) by utilizing the unique “store-carry-forward” transmission mode of vehicular ad hoc network (VANET). To improve the network performance, the VANET in SVC is designed to be a two-level network consisting of two kinds of vehicles. Specially, an innovative two-level key management model by mixing certificate-based cryptography and ID-based cryptography is customized to manage the trust of vehicles. In addition, the strong privacy of the health information including context privacy is taken into account in our scheme by combining searchable public-key encryption and broadcast techniques. Finally, comprehensive security and performance analysis demonstrate the scheme is secure and efficient.

Thermal analysis on composite girder with hybrid GFRP-concrete deck

Haohui Xin,Yuqing Liu,Ao Du 국제구조공학회 2015 Steel and Composite Structures, An International J Vol.19 No.5

Since the coefficients of thermal expansion (CTE) between concrete and GFRP, steel and GFRP are quite different, GFRP laminates with different laminas stacking-sequence present different thermal behavior and currently there is no specification on mechanical properties of GFRP laminates, it is necessary to investigate the thermal influence on composite girder with stay-in-place (SIP) bridge deck at different levels and on different scales. This paper experimentally and theoretically investigated the CTE of GFRP at lamina's and laminate's level on micro-mechanics scales. The theoretical CTE values of laminas and laminates agreed well with test results, indicating that designers could obtain thermal properties of GFRP laminates with different lamina stacking-sequence through micro-mechanics methods. On the basis of the CTE tests and theoretical analysis, the thermal behaviors of composite girder with hybrid GFRP-concrete deck were studied numerically and theoretically on macro-mechanics scales. The theoretical results of concrete and steel components of composite girder agreed well with FE results, but the theoretical results of GFRP profiles were slightly larger than FE and tended to be conservative at a safety level.

An investigation on the bearing capacity of steel girder-concrete abutment joints

Chen Liang,Yuqing Liu,Changjun Zhao,Bo Lei,Jieliang Wu 국제구조공학회 2021 Steel and Composite Structures, An International J Vol.38 No.3

To achieve a rational detail of the girder-abutment joints in composite integral bridges, and validate the performance of the joints with perfobond connectors, this paper proposes two innovative types of I-shaped steel girder-concrete abutment joints with perfobond connectors intended for the most of bearing capacity and the convenience of concrete pouring. The major difference between the two joints is the presence of the top flange inside the abutments. Two scaled models were investigated with tests and finite element method, and the damage mechanism was revealed. Results show that the joints meet design requirements no matter the top flange exists or not. Compared to the joint without top flange, the initial stiffness of the one with top flange is higher by 7%, and the strength is higher by 50%. The moment decreases linearly in both types of the joints. At design loads, perfobond connectors take about 70% and 50% of the external moment with and without top flange respectively, while at ultimate loads, perfobond connectors take 53% and 26% of the external moment respectively. The ultimate strengths of the reduced sections are suggested to be taken as the bending strengths of the joints.

Fatigue behavior of hybrid GFRP-concrete bridge decks under sagging moment

Haohui Xin,Yuqing Liu,Jun He,Haifeng Fan,Youyou Zhang 국제구조공학회 2015 Steel and Composite Structures, An International J Vol.18 No.4

This paper presents a new cost-effective hybrid GFRP-Concrete deck system that the GFRP panel serves as both tensile reinforcement and stay-in-place form. In order to understand the fatigue behavior of such hybrid deck, fatigue test on a full-scale specimen under sagging moment was conducted, and a series of static tests were also carried out after certain repeated loading cycles. The fatigue test results indicated that such hybrid deck has a good fatigue performance even after 3.1 million repeated loading cycles. A three-dimensional finite element model of the hybrid deck was established based on experimental work. The results from finite element analyses are in good agreement with those from the tests. In addition, flexural fatigue analysis considering the reduction in flexural stiffness and modulus under cyclic loading was carried out. The predicted flexural strength agreed well with the analytical strength from finite element simulation, and the calculated fatigue failure cycle was consistent with the result based on related S-N curve and finite element analyses. However, the flexural fatigue analytical results tended to be conservative compared to the tested results in safety side. The presented overall investigation may provide reference for the design and construction of such hybrid deck system.