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Ultrasound-guided erector spine plane block (ESPB) utilization in managing refractory renal colic pain in the emergency department
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作者 mehdi torabi Javad Darijani +1 位作者 Moghaddameh Mirzaee Amin Honarmand 《World Journal of Emergency Medicine》 SCIE CAS CSCD 2023年第3期231-234,共4页
Due to the acute and terrible pain that patients with renal colic experience,the most essential therapeutic priority for these patients in the emergency department(ED)is to reduce pain.[1]Although numerous medications... Due to the acute and terrible pain that patients with renal colic experience,the most essential therapeutic priority for these patients in the emergency department(ED)is to reduce pain.[1]Although numerous medications are utilized to reduce pain in patients with acute renal colic,no therapy has yet been developed to totally and quickly relieve pain.[2,3]Intravenous opioids and nonsteroidal anti-inflammatory drugs(NSAIDs)are commonly administered intravenously to control pain in these patients in the ED;however,the need for frequent monitoring for possible complications and relatively slow-acting features render these strategies undesirable. 展开更多
关键词 PAIN acute DRUGS
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Intensity measures for the seismic response evaluation of buried steel pipelines under near-field pulse-like ground motions 被引量:2
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作者 Alireza Kiani mehdi torabi S.Mohammad Mirhosseini 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2019年第4期917-931,共15页
Ground-motion Intensity Measures (IMs) are used to quantify the strength of ground motions and evaluate the response of structures. IMs act as a link between seismic demand and seismic hazard analysis and therefore, h... Ground-motion Intensity Measures (IMs) are used to quantify the strength of ground motions and evaluate the response of structures. IMs act as a link between seismic demand and seismic hazard analysis and therefore, have a key role in performance-based earthquake engineering. Many studies have been carried out on the determination of suitable IMs in terms of effi ciency, suffi ciency and scaling robustness. The majority of these investigations focused on ordinary structures such as buildings and bridges, and only a few were about buried pipelines. In the current study, the optimal IMs for predicting the seismic demand of continuous buried steel pipelines under near-fi eld pulse-like ground motion records is investigated. Incremental dynamic analysis is performed using twenty ground motion records. Using the results of the regression analysis, the optimality of 23 potential IMs are studied. It is concluded that specifi c energy density (SED) followed by VSI[ω1(PGD+RMSd )] are the optimal IMs based on effi ciency, suffi ciency and scaling robustness for seismic response evaluation of buried pipelines under near-fi eld ground motions. 展开更多
关键词 continuous BURIED steel PIPELINE intensity measure SCALING ROBUSTNESS pulse-like ground motion RECORDS performance-based earthquake engineering
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