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19篇 您的检索式:作者名="DEBICKI"
    题名 作者 年代 出处 被引量
1Permeability of high-performance concrete subjected to elevatedtemperature ( 600℃ ) 显示文摘Noumowe A N Siddique R Debicki G 2009Construction and Building Materials2009,23,5:1
2Spade-punch Planter For Precision Planting显示文摘Debicki I W Shaw L N 1996Transaction of the ASAE1996,39,4:1
3Experimental behavior of anchor bolts under pullout and relaxation tests显示文摘DELHOMME F DEBICKI G CHAIB Z 2010Construction and Building Materials2010,24,3:1
4Permeability of high-performance concrete subjected to elevated temperature(600℃)显示文摘Noumowe A N Siddique R Debicki G 2009Construction and Building Materials2009,23,5:1
5Spade-punch planter for precision planting显示文摘DEBICKI I W SHAW L N 1996Transactions of the ASAE1996,39,4:1
6Numerical modeling of anchor bolts under pullout and relaxation tests显示文摘Delhomme F Debicki G 2010Constr Build Mater2010,24,7:1
7Extremes of threshold-dependent Gaussian processes显示文摘In this paper,we are concerned with the asymptotic behavior,as u→∞,of P{sup_t∈|0,T|X_u(t)>u},where X_u(t),t∈|0,T|,u>0 is a family of centered Gaussian processes with continuous trajectories.A key application of our findings concerns P{sup_t∈|0,T|(X(t)+g(t))>u},as u→∞,for X a centered Gaussian process and g some measurable trend function.Further applications include the approximation of both the ruin time and the ruin probability of the Brownian motion risk model with constant force of interest.Long Bai Krzysztof Debicki Enkelejd Hashorva Lanpeng Ji 2018Science China Mathematics2018,61,11:1
8Numerical modeling of an- chor bolts under pullout and relaxation tests显示文摘Delhomme F Debicki G 2010Con- struction and Building Materials2010,24,7:1
9Numerical modelling of anchor bolts under pullout and relaxation tests显示文摘DELHOMME F DEBICKI G 2010Construction and Building Materials2010,24,7:1
10Permeability of high-performance concrete subjected to elevated temperature(600 *C) 显示文摘NOUMOWE A N SIDDIQUE R DEBICKI G 2009Construction and Building Materials2009,23,5:1
11Durability of date palm fibers and their use as reinforcement in hot dry climates显示文摘KRIKER A BALI A DEBICKI G 2008Cement & Con- crete Composites2008,,30:1
12Permeability of high performance concrete subjected to elevat temperature显示文摘Noumowe A N Siddique R Debicki G 2009Construction and Building Materials2009,23,:1
13Numerical modelling of anchor bolts under pullout and relaxation tests 显示文摘Delhomme F Debicki G 2010Construction and Building Materials2010,24,7:1
14Permeability of high performance concrete subjected to elevat temperature 显示文摘Albert N N Rafat S Debicki G 2009Construction and Building Materials2009,23,:1
15Detection and Identification of Concrete Cracking During Corrosion of Reinforced Concrete by Acoustic Emission Coupled to the Electrochemical Techniques显示文摘ASSOULI B SIMESCU F DEBICKI G 2005NDT & E International2005,,38:1
16Durability of date palm fibers and their use as reinforcement in hot dry climates显示文摘Kriker A Bali A Debicki G 2008Cement & Concrete Composites2008,30,:1
17Effect of different water flows on root surface temperature during ultrasonic removal of posts 显示文摘Lipski M Debicki M Drozdzik A 2010Oral Surg Oral Med Oral Pathol Oral Radiol Endod2010,110,3:1
18Permeability of high-performance concrete subjected to elevated temperature (600℃)显示文摘NOUMOWE A N SIDDIQUE R DEBICKI G 0,,05:1
19Parisian ruin over a finite-time horizon显示文摘For a risk process R_u(t) = u + ct- X(t), t≥0, where u≥0 is the initial capital, c > 0 is the premium rate and X(t), t≥0 is an aggregate claim process, we investigate the probability of the Parisian ruin P_S(u, T_u) = P{inf (t∈[0,S]_(s∈[t,t+T_u])) sup R_u(s) < 0}, S, T_u > 0.For X being a general Gaussian process we derive approximations of P_S(u, T_u) as u →∞. As a by-product, we obtain the tail asymptotic behaviour of the infimum of a standard Brownian motion with drift over a finite-time interval.DEBICKI Krzysztof HASHORVA Enkelejd JI Lan Peng 2016Science China Mathematics2016,59,3:1
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