CONTENTS
Volume 32, Number 4, 2019
-
Application of FEM on first ply failure of composite hypar shells with various edge conditions
Arghya Ghosh and Dipankar Chakravorty
pages 423-441.
DOI: 10.12989/scs.2019.32.4.423
-
Theoretical and experimental study on shear strength of precast steel reinforced concrete beam
Yong Yang, Yicong Xue and Yunlong Yu
pages 443-454.
DOI: 10.12989/scs.2019.32.4.443
-
A response surface modelling approach for multi-objective optimization of composite plates
Kanak Kalita, Partha Dey, Milan Joshi and Salil Haldar
pages 455-466.
DOI: 10.12989/scs.2019.32.4.455
-
Mapping vertical bridge deformations to track geometry for high-speed railway
Hongye Gou, Zhiwen Ran, Longcheng Yang, Yi Bao and Qianhui Pu
pages 467-478.
DOI: 10.12989/scs.2019.32.4.467
-
Influence of stiffened hangers on the structural behavior of all-steel tied-arch bridges
Juan M. Garcia-Guerrero and Juan J. Jorquera-Lucerga
pages 479-495.
DOI: 10.12989/scs.2019.32.4.479
-
Rotational behavior of exposed column bases with different base plate thickness
Yao Cui, Fengzhi Wang, Hao Li and Satoshi Yamada
pages 497-507.
DOI: 10.12989/scs.2019.32.4.497
-
Nonlinear dynamic analysis of spiral stiffened cylindrical shells rested on elastic foundation
Kamran Foroutan, Alireza Shaterzadeh and Habib Ahmadi
pages 509-519.
DOI: 10.12989/scs.2019.32.4.509
-
Non-constant biaxial bending capacity assessment of CFST columns through interaction diagrams
Ana Espinós, Vicente Albero, Manuel L. Romero, Maximilian Mund, Patrick Meyer and Peter Schaumann
pages 521-536.
DOI: 10.12989/scs.2019.32.4.521
-
Bond-slip effect in steel-concrete composite flexural members: Part 1 — Simplified numerical model
WonHo Lee, Hyo-Gyoung Kwak and Ju-Young Hwang
pages 537-548.
DOI: 10.12989/scs.2019.32.4.537
-
Bond-slip effect in steel-concrete composite flexural members: Part 2 — Improvement of shear stud spacing in SCP
WonHo Lee, Hyo-Gyoung Kwak and Joung Rae Kim
pages 549-557.
DOI: 10.12989/scs.2019.32.4.549