Percutaneous Sacroplasty for Painful Sacral Metastases Involving Multiple Sacral Vertebral Bodies: Initial Experience with an Interpedicular Approach

Qing-Hua Tian,He-Fei Liu,Tao Wang,Ying-Sheng Cheng,Chun-Gen Wu 대한영상의학회 2019 Korean Journal of Radiology Vol.20 No.6

Objective: To report our initial experience of percutaneous sacroplasty (PSP) with an interpedicular approach for treating painful sacral metastases involving multiple sacral vertebral bodies. Materials and Methods: This study prospectively enrolled 10 consecutive patients (six men and four women; mean age, 56.3 ± 13.8 years) who underwent PSP for painful sacral metastases involving multiple sacral vertebral bodies from March 2017 to September 2018. Visual analogue scale (VAS) scores, Oswestry disability index (ODI) values, and the number of opioids prescribed to the patients were assessed before and after PSP. The procedure duration, length of hospitalization, and complications were also recorded. Results: Mean VAS and ODI declined significantly from 6.90 ± 1.20 and 74.40 ± 5.48 before the procedure to 2.70 ± 1.34 and 29.60 ± 14.57 after the procedure, respectively (p < 0.01). The median number of opioids prescribed per patient decreased from 2 (interquartile range [IQR] 1–3) pre-procedure to 1 (IQR 0–3) post-procedure (p < 0.01). Nine of the 10 patients showed no or decreased opioid usage, and only 1 patient showed unchanged usage. The mean procedure duration was 48.5 ± 3.0 minutes. The average length of hospitalization was 4.7 ± 1.7 days. Extraosseous cement leakage occurred in three cases without causing any clinical complications. Conclusion: PSP with an interpedicular approach is a safe and effective treatment in patients with painful sacral metastases involving multiple sacral vertebral bodies and can relieve pain and improve mobility.

An Estimation Method of Consolidation and Settlement of Soil Mass in Dredger Fill Area Based on SBAS-InSAR

( Qing-bo Yu ),( Qing Wang ),( Xue-xin Yan ),( Tian-liang Yang ),( Meng Yao ),( Kai Zhou ),( Xin-lei Huang ),( Jian-ping Chen ) 대한지질공학회 2019 대한지질공학회 학술발표회논문집 Vol.2019 No.2

The land subsidence poses a nonnegligible threat to production and life, especially in dredger fill area. The essence of land subsidence is soil consolidation. Better evaluation of the degree of soil consolidation presents significant progress for predicting land subsidence. In this study, SBAS-InSAR was conducted to Chenjia town, the typical dredger fill area in Chongming East Shoal, Shanghai. SAR data and precise Orbit data were collected from the ESA satellite Sentinel-1 in recent 2 years with approximately one month intervals. the relationship curve of cumulative subsidence with time is obtained after processing. On this basis, the final settlement and soil consolidation can be estimated by applying the method proposed by Professor Huang Wenxi of China. The results show that: The subsidence rate is faster than 20 mm/a; The estimated final settlement is 26.6-52.9 mm, and the corresponding consolidation degree is 54.6 % on average; Soil mass has not yet been fully consolidated and it still takes a long time to achieve stability. In conclusion, the method proposed in this study can provide a clearer understanding of the consolidation degree, and a new reference for the evaluation and prevention of land subsidence. Future research will focus on longer monitoring time to enrich and improve the method. Acknowledgements This work was financially supported by National Nature Science Foundation of China (Grant No: 41820104001, 41430642 and 41627801) and the Key Laboratory of Land Subsidence Monitoring and Prevention, Ministry of Land and Resources (Grant No. KLLSMP201801).

Static behaviour of multi-row stud shear connectors in high- strength concrete

Qing-Tian Su,Guotao Yang,Mark A. Bradford 국제구조공학회 2014 Steel and Composite Structures, An International J Vol.17 No.6

In regions of high shear forces in composite bridges, headed stud shear connectors need to be arranged with a small spacing in order to satisfy the design requirement of resisting the high interface shear force present at this location. Despite this, studies related to groups of headed studs are somewhat rare. This paper presents an investigation of the static behaviour of grouped stud shear connectors in high-strength concrete. Descriptions are given of five push-out test specimens with different arrangements of the studs that were fabricated and tested, and the failure modes, load-slip response, ultimate load capacities and related slip values that were obtained are reported. It is found that the load-slip equation given by some researchers based on a single stud shear connector in normal strength concrete do not apply to grouped stud shear connectors in high-strength concrete, and an algebraic load-slip expression is proposed based on the test results. Comparisons between the test results and the formulae provided by some national codes show that the equations for the ultimate capacity provided in these codes are conservative when used for connectors in high-strength concrete. A reduction coefficient is proposed to take into account the effect of the studs being in a group.

Mechanical Effect of Pre-consolidation Pressure of Structural Behavior Soil

( Qing Wang ),( Qing-bo Yu ),( Tian-liang Yang ),( Xin-lei Huang ),( Xue-xin Yan ) 대한지질공학회 2019 대한지질공학회 학술발표회논문집 Vol.2019 No.2

Structural property of soil is a new concept studied in science and study of this issue is a new problem, which involves soil mechanical effect, mechanical variability, and engineering design. Soil such as saline soil, red soil, loess, Xiashu loess, soft soil, or solidified dredger fill, which had been studied in previous research by our research group, has high pre-consolidation pressure (Pc) and high over-consolidation ratio (OCR). Considering the needs of intensity determination in engineering design, soil structure force, structural strength and other issues of structural Soils were studied in this paper. By analyzing experimental data, affecting factors of pre-consolidation pressure (Pc) was discussed. A new cognition about pre-consolidation pressure (Pc), determination method of structural strength, and genetic mechanism of structural force were proposed in this paper. Soil mass structural behavior and the mechanical effect can be one of the important fields of soil structural quantitative research. Acknowledgements This work was financially supported by the Key Project for International (Regional) Cooperation and Communication by National Natural Science Foundation of China (Grant No. 41820104001), State Key Program of the National Natural Science Foundation of China (Grant No. 41430642), the Special Fund for Major Scientific Instruments of the National Natural Science Foundation of China (Grant No. 41627801), and the Key Laboratory of Land Subsidence Monitoring and Prevention, Ministry of Land and Resources (Grant No. KLLSMP201801).

Experimental Investigation on Inelastic Behavior of Composite Box Girder under Negative Moment

Qing-Tian Su,Guo-Tao Yang,Chong Wu 한국강구조학회 2012 International Journal of Steel Structures Vol.12 No.1

The mechanical behavior of negative bending moment zone in composite girder is very complex. The nonlinear characteristics due to the cracking of concrete slab need careful studies. In this experimental research, two specimens of steelconcrete composite box girder with inclined webs under hogging moment were cautiously conducted and tested. The relative slips between the steel and concrete, load-displacement relationship, the strain distribution of the steel girder, the reinforcements and the concrete slab, and the cracking behavior of the concrete slab were measured during the tests. The relatively small slips on the surfaces between the concrete slab and the top flange of the steel girder showed the full shear connection composite behavior of the girders. The initial cracking load was compared with the calculation results from linear analysis and nonlinear analysis based maximum strain. The strain of the steel web measured at different positions along the vertical direction showed the establishment of plane section assumption and the variation of neutral axis in the loading process. Moreover, shear lag effect was found in the strain distribution of the bottom flanges. The strain of concrete slab and the crack spacing showed the effect of the longitudinal reinforcement ratio on the cracking behavior of the concrete. The maximum crack width was observed in the loading process and compared with the calculation results according the design codes. The influence of reinforcement ratio on the strain of reinforcement and on the load capacity in serviceability limit state was studied in the context and it was found that the reinforcement ratio play an important role on the crack control of composite girder under hogging moment.

Structural Behaviour of Perforated Shear Connectors with Flange Heads in Composite Girders: An Experimental Approach

Qing-Tian Su,Guo-Tao Yang,Chen-Xiang Li 한국강구조학회 2014 International Journal of Steel Structures Vol.14 No.1

Perforated shear connector with flange head (PSCFH) as a new type of connector behaves high bearing capacity and excellentductility in steel-concrete composite girders. In this paper 15 groups, totally 45 push-out test specimens, were conducted toinvestigate the effects of plate thickness, connector height, flange length, flange number, hole diameter on the web, diameterof reinforcing bars and concrete strength on structural behaviour of PSCFH. In the push-out tests, failure mode, load versusslip curve and bearing capacity of all the specimens were obtained. Based on the results of push-out tests, bearing mechanismwas analyzed and a calculation model of the shear bearing capacity was proposed with respect to the failure modes. Calculationresults based on the proposed model agree well with the experimental values.

ON THE HYBRID MEAN VALUE OF GENERALIZED DEDEKIND SUMS, GENERALIZED HARDY SUMS AND KLOOSTERMAN SUMS

Qing Tian,Yan Wang Korean Mathematical Society 2023 대한수학회보 Vol.60 No.3

The main purpose of this paper is to study the hybrid mean value problem involving generalized Dedekind sums, generalized Hardy sums and Kloosterman sums. Some exact computational formulas are given by using the properties of Gauss sums and the mean value theorem of the Dirichlet L-function. A result of W. Peng and T. P. Zhang [12] is extended. The new results avoid the restriction that q is a prime.

Genome sequence of lung pathogenic Escherichia coli O78, a chimeric strain isolated from pneumonia forest musk deer

Qing Tian,Xin Zhou,Jianguo Cheng,Yan Luo,Lei Dai,Wei Zhao,Wuyou Wang 한국유전학회 2017 Genes & Genomics Vol.39 No.7

Pneumonia is one of the major diseases of forest musk deer (FMD) that affects the survival of musk deer breeding farms. Lung pathogenic Escherichia coli (LPEC) strains were found to be one of the principal bacterial pathogens, and O78 was found to be the dominant serotype and the most poisonous, thus it was selected as further study. Here we have finished the LPEC O78 genome sequence, genomic comparative analysis and genome annotation. In the genome of LPEC O78, genes encoded major virulence factors (VFs) of urinary tract infection (UTI) and neonatal meningitis-causing E. coli (NMEC) were detected. The phylogenetic analysis indicated that LPEC O78 belongs to the D group of E. coli and clustered with human uropathogenic E. coli (UPEC) UMNO26. Orthologous analysis showed that LPEC O78 was close to UMNO26 in evolutionary relationships, the results were consistent with phylogenetic analysis. Additionally, analysis of the specific genes using COG, GO and Swiss-Prot databases revealed specific functions in the LPEC O78, some of these differences might reflect the pathogenicity of LPEC O78. It was the first time that LPEC from FMD was sequenced, through the virulence gene analysis, an example of a genome of chimeric pathogenic properties was found. The results were in favor of the possibility that strain of animal origin LPEC O78 was dangerous for public health and consequently constitute a zoonotic risk. Moreover, the functions study of specific genes will facilitate understand the pathogenicity of LPEC O78, and aid in the development of control measures.

Percutaneous Vertebroplasty of the Entire Thoracic and Lumbar Vertebrae for Vertebral Compression Fractures Related to Chronic Glucocorticosteriod Use: Case Report and Review of Literature

Qing-Hua Tian,Chun-Gen Wu,Quan-Ping Xiao,Cheng-Jian He,Yi-Feng Gu,Tao Wang,Ming-Hua Li 대한영상의학회 2014 Korean Journal of Radiology Vol.15 No.6

Glucocorticosteroid-induced osteoporosis is the most frequent of all secondary types of osteoporosis, and can increase the risk of vertebral compression fractures (VCFs). There are promising additions to current medical treatment for appropriately selected osteoporotic patients. Few studies have reported on the efficiency of percutaneous vertebroplasty (PVP) or kyphoplasty for whole thoracic and lumbar glucocorticosteroid-induced osteoporotic vertebral compression fractures. We report a case of a 67-year-old man with intractable pain caused by successional VCFs treated by PVP.

Age Estimation via Selecting Discriminated Features and Preserving Geometry

( Qing Tian ),( Heyang Sun ),( Chuang Ma ),( Meng Cao ),( Yi Chu ) 한국인터넷정보학회 2020 KSII Transactions on Internet and Information Syst Vol.14 No.4

Human apparent age estimation has become a popular research topic and attracted great attention in recent years due to its wide applications, such as personal security and law enforcement. To achieve the goal of age estimation, a large number of methods have been pro-posed, where the models derived through the cumulative attribute coding achieve promised performance by preserving the neighbor-similarity of ages. However, these methods afore-mentioned ignore the geometric structure of extracted facial features. Indeed, the geometric structure of data greatly affects the accuracy of prediction. To this end, we propose an age estimation algorithm through joint feature selection and manifold learning paradigms, so-called Feature-selected and Geometry-preserved Least Square Regression (FGLSR). Based on this, our proposed method, compared with the others, not only preserves the geometry structures within facial representations, but also selects the discriminative features. Moreover, a deep learning extension based FGLSR is proposed later, namely Feature selected and Geometry preserved Neural Network (FGNN). Finally, related experiments are conducted on Morph2 and FG-Net datasets for FGLSR and on Morph2 datasets for FGNN. Experimental results testify our method achieve the best performances.