2020
DOI: 10.1007/s00366-020-00960-w
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A new model-dependent time integration scheme with effective numerical damping for dynamic analysis

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Cited by 7 publications
(3 citation statements)
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“…The linear structural dynamic problem used here as a demonstration example is based on [64], which has found usage as a benchmark in [65][66][67][68][69][70][71]. This unitless problem is schematically shown in Figure 2.…”
Section: Structural Dynamicsmentioning
confidence: 99%
“…The linear structural dynamic problem used here as a demonstration example is based on [64], which has found usage as a benchmark in [65][66][67][68][69][70][71]. This unitless problem is schematically shown in Figure 2.…”
Section: Structural Dynamicsmentioning
confidence: 99%
“…The significance of this research lies in its ability to elucidate the axial response of GFRP-RC columns in the presence of eccentric loading and pave the way for future parametric studies, eliminating the necessity for laborious, time-intensive, and experimental destructive testings. In a related context, Namadchi et al 44 introduced an innovative time integration method to improve the accuracy and efficiency of solving structural dynamic problems by damping out the spurious oscillations of the high-frequency modes. However, some studies underscore the significance of advanced numerical methods across materials and structural analysis domains.…”
Section: Introductionmentioning
confidence: 99%
“…l} R= xO=iDU= =@ |OOa |}=Q}t 'u; QO xm 'CU= xDi=} VQDUo 10 pQDvm |xQov u=W}= VywSB QO QwmPt C}tm |xv}y@ ?=NDv= Ov}=Qi w xOw@ s}_vD p@=k 'pt=a |=DU= Q QO Qo}O |WqD u=wD|t = Q SNDSM |t=oOvJ VwQ [23] "CU= xOW |iQat [24] "OQw; Q=tW x@ pQDvm p@=k |OOa |}=Q}t =@ xR=U x@ xDU@=w |=ysD}Qwor= jrN xR=U x@ xDU@=w |=yVwQ Qo}O R= '2016 u=}tW=y w OvSB |t=owO sD} Qwor= xDU@=w |=ysD}Qwor= [25] "CU= xDi=} xaUwD xDUUo p}O@D `@=D |x}=B Q@ xm 'CU= |= Q@ pt=a l} smCUO ?=NDv= OvtR=}v 'OQ=O |OOa |}=Q}t |oS} w xm |}xR=U x@ w xrUt |=y|oS}w 'Qop}rLD Cw=[k |x}=B Q@ 'C}tm u}= "OvDUy |}=Q}t s}_vD '2020 u= Q=mty w |JOtv '|Q=wWO u}= `iQ |= Q@ "OwW u}}aD O}=@ CkO C=_Lqt [26] "Ov=xOQm x=Q= ?mQt sD} Qwor= Q@ |vD@t |xR=U x@ xDU@=w VwQ l} |oR=D x@ |R=Ux]@= Q Q=DN=U QO xv}y@ CQwY x@ |OOa |}=Q}t '|t=olD ?mQt sD} Qwor= QO u}= xm OwRi= O}=@ "OQ=Ov R=}v 'p}rLD R=e; |= Q@ |rt=a I}y x@ w CU= xOW s}_vD |=yu=tDN=U |m}t=v}O p}rLD QO 's}kDUt |Q}op= QoDv= |=yVwQ R= u} wv |xDUO |=yVwQ xm |OQ=wt QO w Ov=xOW xO=iDU= u=UWm=v Q=DiQ =@ xtQ;uD@ |x@DQtOvr@ xOW xO=iDU= C}kiwt =@ QwmPt |=yQ=my= Q R= 'Ov=xDW=O |}=Qosy pmWt |vt[ [27] "CU= =@ u} wv |xR=U x@ xDU@=w VwQ l} xm CU= xOW VqD Q[=L VywSB QO [13] ' G xDi=}s}taD |=ir; |xOW xDN=vW VwQ |x}=B Q@ \wQWt=v |Q=O}=B x}@aD xR=U p}rLD R=@uDt w |Q=HD |=yQ= Ri=sQv QDW}@ QO xm xw}W u}= "OwW x=Q= QO ?U=vt |Q=O}=B w CkO 'pQDvmp@=k |OOa |}=Q}t uDW=O p}rO x@ 'CU= xOW Q= Qk xR=U u= Qop}rLD xHwD OQwt xQ=wty 'sm C=@U=Lt sHL w |]N=v |=yQ=DiQ |xR}ov= 'G VwQ |x}=B Q@ u} wv |WwQ VQDUo 'wQ u}= R= "CU= xDW=O |vD@t QDW}@ xm 'u}W}B |=yOQm}wQ hqNQ@ "OwQ|t Q=tW x@ Q[=L VywSB |rY= VywSB QO 'Ov=xOw@ xR=U x@ xDU@=w |=yVwQ VQDUo |= Q@ pQDvm |=yxQov Q@ x@ "OwW|t |} wHxQy@ xYNWt |xrO=at w |}=tvnQR@ T} QD=t swyit R= Q[=L |}xvwo x@ |O=yvW}B VwQ |vRw |=ypt=a xm CU= xOW VqD 'Qo}O uNU u=Um} xDi=}s}taD |=ir; |xw}W =@ VwQ |xYNWt |xrO=at xm OvwW x@U=Lt ?=NDv= |Qw] VwQ |O=}v@ |=yx]@= Q 'Qwr}D |xr=@vO R= xO=iDU= =@ 'u=tRsy "OwW |xrO=at xm =vat u}O@ &OW=@ xDW=O K} QYxt}v |Q=DN=U 'sD}Qwor= xm Ov=xOW x=oDUO pL x@ R=}v |oS} w u}= "OW=@ |vt[ 'CaQU |x]@= Q w K} QY 'u=mtQ}}eD w OQ@|t u}@ R= = Q u=mtQ}}eD x@ xDU@=w |]N=v |=yQ=DiQ QO u=tRsy |=yxrO=at |xQov hqNQ@ |O=yvW}B |R=Ux]@= Q VQDUo Ov}=Qi "OyO|t Vy=m = Q p}rLD u=tR |= Q@ |}=v@t Ov=wD|t w CU= syip@=k w xO=U 'CU= |}xDWQu=}t |FL@ xm 'pQDvm R=}vOQwt w x=wNrO |OOa |=y|oS}w =@ xR=U x@ xDU@=w u} wv |=yVwQ '= RHt s=oQ}R wO x@ |v=tR s=o Qy s}UkD =@ 1 xD@ K} QY VwQ [8] "CU= xOW x}@aD u}W}B |=yVwQ R= w Ovm|t x@U=Lt = Q |v=tR s=o |=yDv= QO MU=B |=yC}tm \U@ R= |} wHxQy@ =@ '2016 O= Q |t} Qm w OvSB |}=[Q [9] "CU= QDj}kO w QDQ=O}=B 'OvO=O x=Q= |]N=v |m}t=v}O p}rLD |= Q@ |t=owO K} QY u} wv VwQ l} 'Qwr}D OwHw =@ &CU= xO=O u=Wv OwOLt p[=iD VwQ =@ xU}=kt QO |QDW}@ CkO xm |}xrLQt wO |q=@ x@DQt VwQ [10] "CU= xOw@ QDOwOLt u; |Q=O}=B |xvt=O 'u}= '4 |x@DQt CkO "CU= xDi=} VQDUo '|v=tR s=o s}UkD |xO}= R= xO=iDU= =@ R}v xOW Qm P VwQ RQ=@ |=y|oS}w R= xDi=}Ow@y@ |Q=O}=B |xvt=O w ?U=vt |OOa |}=Q}t [11] "CU= |D=@U=Lt VqD=t='OvQ=Ov|Q=O}=BpmWt , =twta |vt[ |=yVwQ'Qo}O|wUR= VwQ x@ u=wD|t |vt[ |=ysD}Qwor= u} QDxOWxDN=vW R= "Ovvm|t ?r] = Q |QDW}@ sD} Qwor= "OQm xQ=W= [14] ' 4 ?mQt VwQ w…”
mentioning
confidence: 99%