Bond strength prediction of timber-FRP under standard and acidic/alkaline environmental conditions based on gene expression programming

Tuned Mass Damper Parameters Design by Means of Meta-Heuristic Optimization Algorithms

“…Besides numerical techniques or conventional mathematical methods, determining the optimum parameters of a TMD is an optimization problem that can be solved by the application of optimization algorithms as well. The genetic algorithm proposed by Halland in 1992 has been increasingly applied in engineering fields of study [14], particularly in civil engineering problems [15][16][17][18][19]. This algorithm has also been widely used in finding the optimum parameters of TMDs [20][21][22][23][24].…”

Critical Failure Mode Determination of Steel Moment Frames by Plastic Analysis Optimization Principles

“…Generally, machine learning and deep learning approaches are two branches of AI, where numerous studies in different areas exist in the literature [19,20]. Artificial intelligence (AI) and machine learning (ML) are being increasingly used in structural engineering applications for tasks such as structural analysis, design optimization, and predictive maintenance [21][22][23][24]. One of the key advantages of AI and ML is their ability to process vast amounts of data and generate insights that can be used to improve structural performance and reduce maintenance costs.…”

تحلیل قابلیت اعتماد قطعات چوبی مقاوم‌سازی شده با FRP

“…> > > > ; [36] R= s=Om Qy uO}UQ =@ u; QO ptLD = Q |QDW}@ |wQ}v w O@=}v V}=Ri= Qo}O FRP x@ \w@Qt |RQt \}=QW |wQ}v "Ovmv w ?wJ u}@ RQt w xDiQo Q= Qk |@ wJ xa]k |wQ Q@ FRP 'pOt |Ov@Qm}B QO |=yu=tr= R= sy C=a]k |Ov@Vt |= Q@ "CU= xOW xOv=WwB ?UJ =@ R}v FRP xOW xO=iDU= C=@U=Lt sHL uOW QDl@U |= Q@ xDi=}Vy=m |Q}op= QoDv= =@ |@amt x=Q= |QDW}@ C=}RH =@ 'xt=O= QO xm '…”

“…}=Q[ 'u}= OwHw =@ "CU= pOt uOw@ ut}=Q}e |xOvyOu=Wv '1 R= QDtm OOa 5 Qy |= Q@ w p@k |=yVN@ QO xOW x=Q= |=yxO=O |t=tD |= Q@ pOt ?} Q[ |R}r=B pOt 0=58 u}@ |xR=@ QO " u}ov=}t "CU= xOW x@U=Lt 'xOW |iQat pOt G}=Dv T=U= Q@ "CU= xOt; CUO x@ [33] 'qwm w |DOv@ pOt 2=94 w [36] 'j}iwD w 'CU= QDnQR@ xOW |Q}oxR=Ov= Ctw=kt R= j}iwD w |R}r=B pOt 'xOW pY=L u}ov=}t xOW |Q}oxR=Ov= Q}O=kt R= QDlJwm Q=}U@ 'qwm w |DOv@ pOt |v}@V}B xm |r=L QO OOa w xOW x@U=Lt QwmPt QDt=Q=B R}v OwOLt u=tr= pOt OQwt QO u}vJty "CU= "CU= pOt pw@k p@=k CkO Qov=Wv xm 'CU= xOt; CUOx@ 0=74 O=tDa= C}r@=k p}rLD "5 `@=D [39w38] 'xRwL u}= QO x@=Wt C=ar=]t Q}=U u}vJty w ACI |Ov@pwtQi x@=Wt xDWwv 2 |x]@= Q CQwY x@ FRP ?wJ p=YD=…”

“…6 |t=tD O=tDa= C}r@=k XN=W u}ov=}t xm |Qw]x@ "OvQ=O OwHwt |=ypOt O=tDa= Q_vQO =@ 2=71 x@ C}a]k sOa uDiQo Q_vQO uwO@ Cr=L QO 4=88 R= 'OwHwt pOt C=ar=]t QO xOWx= Q= OwHwt pOt 5 u=}t R= "CU= xDi=} Vy=m C}a]k sOa uDiQo 3=61 O=tDa= C}r@=k XN=W u}ov=}t =@ [36] '2022 j}iwD w |R}r=B pOt 'u}W}B |L=Q] OwHwt |=ypOt XN=W =@ u; XN=W xm CU= |O=yvW}B pOt u} QDy@ C}r@=k QO |irDNt |=yQ}eDt xm CU= Qm P u=}=W "OQ=O |@ wN Ck@=]t |}xR=U C}a]k sOa \ki Q[=L VywSB QO umr "OvQ=O Q}F -=D FRP ?wJ sDU}U O=tDa= ?wJ ZQa x= Qty x@ FRP ZQa w pw] 'Ct=N[ '|v=UWm pwOt %Q}eDt 6 =} |D=P |=yC}a]k sOa Q}=U "CU= xOW xDiQo Q_v QO ?wJ |Q=Wi Ctw=kt w Q_vOQwt |D; C=ar=]t QO FRP ?wJ sDU}U p}rLD Ov}=Qi QO Ovv=wD|t |DN=vW "OW=@ "|Q=PoQ=@ C@Uv C= Q}}eD Q@=Q@ QO O=tDa= C}r@=k XN=W "5 pmW 'OwW CkO pwOH |=yxO=O x@ Qo = xm |r=L QO "CiQo Q= Qk swO |x@DQ QO 6=24 =@ |= Q@ |YNWt |xOwOLt l} QO w CU}v O=}R Q=}U@ p}rLD Qy |=yxO=O |oOvm = QB G}=Dv u}@ hqDN= '4 |r= 1 |=ypOt QO xm CU= |r=L QO u}= "OvQ=O Q= Qk Q}N= pOt Q=_Dv= xm Qw]u=ty 'pOt QO C}a]k sOa p=ta= =@ "CU= O=}R Qo}Om} =@ p}rLD Qy x@ pOt 6 Qy |= Q@ u; u}ov=}t w xDi=} Vy=m =D@ O=tDa= C}r@=k XN=W 'CiQ|t l} QO C}a]k sOa uDiQov Q_vQO xm Ci=} QO u=wD|t u}=Q@=v@ "CU= xO}UQ 2=71…”