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Copyright of Journal of Clinical Nursing in Practice is the property of Journal of Clinical Nursing in Practice (Editorial Board, Shanghai Jiao Tong University Press) and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of Clinical Hepatology / Linchuang Gandanbing Zazhi is the property of Journal of Clinical Hepatology and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of South China University of Technology (Natural Science Edition) is the property of South China University of Technology and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Advances in Water Science / Shuikexue Jinzhan is the property of Editorial Board of Advances in Water Science and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

In order to investigate the deformation indexes of rectangular reinforced concrete shear walls, 20 shear walls were designed according to the GB 50011--2010 ' Code for seismic design of buildings '. The specimens were tested under low frequency cyclic loading to study the influences of different shear span ratios, test axial compression ratios and longitudinal reinforcement ratios of boundary element on the failure pattern, hysteretic characteristic and deformation capacity of the shear walls. The test results show that as the shear span ratio decreases, the failure pattern is changed from flexural failure to shear failure; the ductility decreases when test axial compression ratio increases. With increase in the longitudinal reinforcement ratio of the boundai*y element, the shear wall with flexural failure has increased ductility, while that with flexural-shear failure or shear failure has decreased ductility. According to the experimental results, the relationship among deformation, extent of damage and bearing capacity of element was established. Subsequently, two methods based on skeleton curve and damage phenomena were introduced to quantify the performance indexes of RC shear walls, and a comparison between the two methods was made. The good agreement of the comparison results demonstrates the validity and efficiency of the proposed method based on skeleton curve. [ABSTRACT FROM AUTHOR]

Copyright of Journal of Harbin Institute of Technology. Social Sciences Edition / Haerbin Gongye Daxue Xuebao. Shehui Kexue Ban is the property of Harbin Institute of Technology and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

OBJECTIVE: To investigate the off-label medication in prescriptions of Olanzapine tablets in treatment of sleep disorder, to conduct evaluation on the off-label medication with evidence-based medicine. METHODS: To collect 60 164 prescriptions of Olanzapine tablets in outpatient and inpatient in Xiamen Xianyue Hospital (hereinafter referred to as “our hospital”) , Cochrane database was inquired, the results were screened and analyzed according to preset criteria, so as to judge il the off-label medication of Olanzapine tablets in treatment of sleep disorder was under enough evidence-based. RESULTS: Among the 60 164 prescriptions with application of olanzapine, of which 1 101 ( 1.83% ) were off-label prescription in treatment of sleep disorder. Among the 1 101 prescriptions, the average age of patients was (46.9 ± 17.3); most people aged ≥18-70; 776 prescriptions with single application of olanzapine in treatment of sleep disorder, 325 were combined application of 5-hydroxytryplamine and inhibitor-like antidepressants. Alter summarizing and analyzing the 9 studies with olanzapine in the treatment of sleep disorder retrieved from CENTRAL database, all subjects were applied with polysomnography; subjects, researches and reviewers were influenced little in trials and evaluation, so that the bias was considered to be low in the bias and risk judging. CONCLUSIONS: The off-label medication of olanzapine in our hospital is common, to evaluate it with evidence-based method can train scientific thinking for pharmacists and promote clinical rational medication. [ABSTRACT FROM AUTHOR]

OBJECTIVE: To investigate the characteristics and regularity of adverse drug reactions (ADR) in Xiamen Xianyue Hospital (hereinafter referred to as "our hospital"), so as to promote clinical rational medication and improve medication safety. METHODS: With the help of the Nationwide Adverse Drug Reaction Monitoring Network, 588 cases of ADR reports in our hospital from Jul. 2014 to Jun. 2016 were retrospectively analyzed in terms of patients' age and gender, categories of drugs, ADR involved organs and (or) systems, and clinical manifestations. RESULTS: Among the 588 cases of ADR, 577 cases were common ADR (98. 13%), with 89 cases of new ADR (15. 14%) and 11 cases of severe ADR (1. 87%), no death reports. 311 cases were male patients (52. 89%) with mostly aged 21-40 years, and 277 cases were females (47. 11%) with mostly aged 41-50 years. 539 cases of ADR (91. 67%) were caused by psychotropic drugs, of the rest 49 cases, 4 cases were caused by antibacterial drugs. Among the top 20 ADR-reducing drugs, all of them were psychotropic drugs except for propofol; the top 3 were respectively olanzapine, risperidone and clozapine, all three were atypical antipsychotic drugs. 408 cases of ADR (69. 39%) were caused by antipsychotic drugs, with 7 cases were severe ADR, mostly involved peripheral nervous system. Typical antipsychotic drugs, antidepressant and psychotropic drugs caused less ADR. CONCLUSIONS: Psychiatric hospitals should pay more attention to ADR, reinforce rational drug application and ensure patients' safe medication. [ABSTRACT FROM AUTHOR]

Copyright of Application Research of Computers / Jisuanji Yingyong Yanjiu is the property of Application Research of Computers Edition and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of Image & Graphics is the property of Editorial Office of Journal of Image & Graphics and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Progress in Modern Biomedicine is the property of Publishing House of Progress in Modern Biomedicine and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Progress in Modern Biomedicine is the property of Publishing House of Progress in Modern Biomedicine and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Chongqing Gaoke Sun Constellation Mansion is an irregular and complex super high-rise hybrid structure, which is comprised of a reinforced concrete (RC) core and an outer frame consisting of concrete filled steel tube (CFST) columns and steel reinforced concrete (SRC) beams. With a twisted shape in elevation, the outer frame has discontinuous vertical structure components, leading to out-of-plane inclined columns, which causes different plan layouts at various heights. These characteristics lead to irregularities in structural plan layout, vertical arrangement and structural torsion. To investigate the dynamic responses such as acceleration responses, displacement responses etc. of the model structure under frequent to rare earthquakes of seismic precautionary intensity six，a shaking table test on a 1: 25 scale model was conducted. The seismic performance of this complex structure system was analyzed and evaluated. The results show that strengthening the vertical structure components in the story with larger story height caused an abrupt change in local structural stiffness and stress concentration leading to the transition of weaknesses. The vertical irregularity of set-back structure causes an evident whipping effect, resulting in enlarged inter-story drift and increased torsion angles. The main damages to the model structure occur at the ends of the SRC beams, the reinforced ring beams around the connections as well as at the ends of the coupling beams of the RC core tube. The model structure experiences no collapse under rare earthquakes of seismic precautionary intensity six, and therefore has a good seismic performance meeting the seismic resistance design requirements. [ABSTRACT FROM AUTHOR]