02845ntm a2200289 a 4500 vtls000092157 KUKTEM 20251117113358.0 151119t2015 my da f abm 000 0 eng d THE0000453(Local) 201905151506 nazirah 201711290932 fateeha 201511191643 asma UMP FKASA .H37 2015 r Bc. Hasmida Noordin Analysis of hybrid arch and cable-stayed bridge / Hasmida Noordin Kuantan, Pahang : UMP, 2015 xiii, 71 p. : ill. (some col.) ; 30 cm. Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015 Bibliography : p. 67-68 This thesis is about the analysis of the cable-stayed, arch bridge and hybrid arch bridge. The objectives of this thesis is to study the principal component of cable-stayed and arch bridge with hybrid arch bridge and secondly to investigate the structural behavior between normal arch and cable-stayed bridge. The thesis discussed the structure behavior between these three bridges model to obtain the most effective bridge. The structure two-dimensional model was developed using computer programmed, LUSAS 14 Bridge. The models were analyzes using the linear static analysis which are displacement, stress and bending moment in each bridge main components. There were three arch bridge models, three cable-stayed bridge fan system models, three cablestayed harp system models and one hybrid arch bridge model. Every model is 600m total long with 300m main span and 150m side span. The loading applied was dead load and live load only. The first analysis is to obtain the stronger arch and cable-stayed bridge. The result obtained that the arch bridge with rise-to-span ratio 1:5 and cablestayed fan system with 80m of pylon height was the stronger model. Finally, the pure arch and cable-stayed bridge were compared with hybrid arch bridge analysis. Result from LUSAS shows that, hybrid arch bridge was the most effective bridge for long bridge because it has lower displacement, stress and bending moment compared to pure arch and cable-stayed bridge. The structure behavior of hybrid arch bridge is seemed to be stronger. The deck of hybrid arch bridge is support by pylon and arch rib make it more durable in cater the loading applied as compared to pure arch and cable-stayed bridge Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses http://ecollib.ump.edu.my/id/eprint/25933 Access in library only 0 0 0 1 10000 10000 2019-09-04 0 FKASA .H37 2015 r Bc. 0000104464 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 9265 | FKASA .H37 2015 r Bc. 0000104465 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 7645 7651 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992