the practic worth model technic process depend accuraci differ between model output real measur for minim differ process identif method use articl coordin softwar process identif present which has uniqu featur allow integr model have been creat extern tool exampl matlab python script there need transform model anoth type softwar format use common identif coordin the concept softwar describ two exampl coupl extern simul softwar given addition articl contain detail case studi paramet identif two model use identif coordin softwar this highlight benefit new coordin softwar regard similar work flow differ model type the model physic subject thermal behavior actuat strut

Burkhard Hensel

Steffen Schroeder

Klaus Kabitzsch

New Coordination Software for Parameter Identification Applied to Thermal Models of an Actuator Strut

this paper compar applic mont carlo simul incorpor travel time uncertainti ambul locat problem use three model maximum cover locat problem mclp queu maximum availabl locat problem qmalp multiserv queu maximum availabl locat problem mqmalp heurist method develop site ambul the model appli 33node problem repres austin texa 55node problem for 33node problem result show server less spatial distribut qmalp mqmalp when uncertainti server avail consid use either independ depend travel time other hand 55node problem spatial distribut server obtain locat server highest hit node locat more dispers mclp qmalp the implic new model ambul servic system design discuss well limit model approach

Noraida Abdul Ghani

Norazura Ahmad

Analysis of MCLP, Q-MALP, and MQ-MALP with Travel Time Uncertainty Using Monte Carlo Simulation

the cablestay bridg csb often use span over larg river highway highlevel navig clearanc howev csb veri sensit live load most previous studi vibrat analysi csb focus complex traffic load vehicl dynam interact well bridg deck consid brake effect thorough paper finit element method fem use investig dynam respons csb due threeaxl vehicl consid brake effect vertic reaction forc axl chang time make bend vibrat bridg deck increas signific the brake span abl creat respons other span tower cabl addit impact factor investig both fem experi case studi pho nam bridg danang citi central vietnam the result studi provid improv understand csb dynam behavior can use use refer bridg code practic engin

Xuan-Toan Nguyen

Van-Duc Tran

Nhat-Duc Hoang

An Investigation on the Dynamic Response of Cable Stayed Bridge with Consideration of Three-Axle Vehicle Braking Effects

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Journal of Computational Engineering