http://www.iaeme.com/IJCIE International Journal of Civil E Volume 8, Issue 4, April 2017, p Available online at http://www.ia ISSN Print: 0976-6308 and ISSN © IAEME Publication ERECTION ST CABLE CONSTRU M VIT Professor, De VIT U Senior Technical ABSTRACT There are various mea the erection of bridges. T method for the constructio analysis, the geometrical changes must be considere construction loads in the forces, the initial equilibri first. However, in order to range of displacement an numerous trial & error pr method is used in this stu Civil) is used to determine Also the construction stag software. Various parame forces. These are back spa Geometry, Cable system a details are given in this pa Key words: Cable forces, ET/index.asp 252 ed Engineering and Technology (IJCIET) pp. 252–264 Article ID: IJCIET_08_04_032 aeme.com/IJCIET/issues.asp?JType=IJCIET&VTyp N Online: 0976-6316 Scopus Indexed TAGE DYNAMIC BEHAV STAYED BRIDGE USIN UCTION STAGE ANALY Prataprao Jadhav M. Tech. Structural Engg, SCALE, University,Vellore,Tamil Nadu, India. Dr. G. Mohan Ganesh epartment of Civil and Structural Engg, SCAL University, Vellore, Tamil Nadu, India. Vinayagamoorthy M. l Manager, Midas IT, Mumbai, Maharashtra, ans and methods available in the constructi The Cantilever Method is the most widely on of the cable stayed bridges. For this typ and boundary changes as well as the mate ed. However, considerable stresses are prod continuous structure. To determine the ca ium state for dead load at the final stage must o obtain the desired cable force which satisf nd member forces, the engineers need to g rocedures. To find the cable pretension load udy. For verification, the Finite Element so e the cable forces using the function Unknow ge analysis for the cable stayed bridge is e eters are influenced on the cable forces as an to main span ratio, pylon height to deck sp arrangements are varied, results are valida aper. Unknown Load Factor, Construction stage A ditor@iaeme.com pe=8&IType=3 VIOR OF NG YSIS LE, India, ion industry for y used erection pe of structural erial properties duced due to the able installation t be determined fies the suitable go through the ds, the unit load oftware (Midas wn Load Factor. explained using s well as pylon pan ratio, Pylon ated and all the Analysis