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Page 1: Page 1to282 - thost-iabse-elearning.orgthost-iabse-elearning.org/anime_01/references2.pdf · linear stiffness of 100 NIN/m. Fig. 4 Finite element model Of the bridge 3.2 Definition

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Page 2: Page 1to282 - thost-iabse-elearning.orgthost-iabse-elearning.org/anime_01/references2.pdf · linear stiffness of 100 NIN/m. Fig. 4 Finite element model Of the bridge 3.2 Definition

344 GLOBAL ANALYSIS OF THE SUTONG CABLE-STAYED BRIDGE

Page 3: Page 1to282 - thost-iabse-elearning.orgthost-iabse-elearning.org/anime_01/references2.pdf · linear stiffness of 100 NIN/m. Fig. 4 Finite element model Of the bridge 3.2 Definition

345JIAWU, RUCHENG XIAO, MINSHAN PEI, XIGANG ZHANG,

MARTIN PIRCHER, DORIAN JANJIC

Page 4: Page 1to282 - thost-iabse-elearning.orgthost-iabse-elearning.org/anime_01/references2.pdf · linear stiffness of 100 NIN/m. Fig. 4 Finite element model Of the bridge 3.2 Definition

346 GLOBAL ANALYSIS OF THE SUTONG CABLE-STAYED BRIDGE

Page 5: Page 1to282 - thost-iabse-elearning.orgthost-iabse-elearning.org/anime_01/references2.pdf · linear stiffness of 100 NIN/m. Fig. 4 Finite element model Of the bridge 3.2 Definition

347JIAWU, RUCHENG XIAO, MINSHAN PEI, XIGANG ZHANG,

MARTIN PIRCHER, DORIAN JANJIC

Page 6: Page 1to282 - thost-iabse-elearning.orgthost-iabse-elearning.org/anime_01/references2.pdf · linear stiffness of 100 NIN/m. Fig. 4 Finite element model Of the bridge 3.2 Definition

348 GLOBAL ANALYSIS OF THE SUTONG CABLE-STAYED BRIDGE

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