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		题名	作者	年代	出处	被引量
	1	Fracture Resistance of Composite Fixed Partial Dentures Reinforced with Pre-impregnated and Non-impregnated Fibers显示文摘	Ramin Mosharraf Sepideh Torkan	2012	J Dent Res Dent Clin Dent Prospects2012，6，1：	1
	2	In vitro study of transverse strength of fiber reinforced composites显示文摘	Mosharraf R Hashemi Z Torkan S		0，，：	1
	3	Comparison of hemodynamic responses to nifedipine and nitroprusside in severe chronic congestive heart failure显示文摘	ELKAYAM U WEBER L TORKAN B	1984	Am J Cardiol1984，53，9：	1
	4	Postnatal quality of life in women after normal vaginal delivery and caesarean section显示文摘	Torkan B Parsay S Lamyian M	2009	BMC Pregnancy Childbirth2009，9，：	1
	5	In vitro study of transverse strength of fiber reinforced composites 显示文摘	Mosharraf R Hashemi Z Torkan S	2011	J Dent ( Tehran )2011，8，3：	1
	6	Static and dynamic analysis on slope stability using a DFN-DEM approach on the right abutment of the Karun 4 dam显示文摘Uncertainty in input fracture geometric parameters during analysis of the stability of jointed rock slopes is inevitable and therefore the stochastic discrete fracture network(DFN)-distinct element method(DEM) is an efficient modeling tool. In this research, potentially unstable conditions are detected in the right abutment of the Karun 4 dam and downstream of the dam body as a case study. Two extreme states with small and relatively large block sizes are selected and a series of numerical DEM models are generated using a number of validated DFN models. Stability of the rock slope is assessed in both static and dynamic loading states. Based on the design basis earthquake(DBE) and maximum credible earthquake(MCE) expected in the dam site, histories of seismic waves are applied to analyze the stability of the slope in dynamic earthquake conditions. The results indicate that a MCE is likely to trigger sliding of rock blocks on the rock slope major joint. Furthermore, the dynamic analysis also shows a local block failure by the DBE, which can consequently lead to slope instability over the long term. According to the seismic behavior of the two models, larger blocks are prone to greater instability and are less safe against earthquakes.	Sadegh Kefayati Alireza Baghbanan Masoud Torkan Hamid Hashemolhosseini Roohollah Narimani Dehnavi	2020	Earthquake Engineering and Engineering Vibration2020，19，4：	0

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