Engineering Structures - April 2019

Published:	April 2019

Author(s)	Title	Page(s)
Hou, Xiaomeng / Ren, Pengfei / Rong, Qin / Zheng, Wenzhong / Zhan, Yao	Comparative fire behavior of reinforced RPC and NSC simply supported beams	122-140
Makki Alamdari, Mehrisadat / Kildashti, Kamyar / Samali, Bijan / Goudarzi, Hamid Valipour	Damage diagnosis in bridge structures using rotation influence line: Validation on a cable-stayed bridge	1-14
Hui, Yi / Kang, Hou Jun / Law, Siu Seong / Hua, Xu Gang	Effect of cut-off order of nonlinear stiffness on the dynamics of a sectional suspension bridge model	377-391
Li, Minghong / Zong, Zhouhong / Hao, Hong / Zhang, Xihong / Lin, Jin / Xie, Guanyu	Experimental and numerical study on the behaviour of CFDST columns subjected to close-in blast loading	203-220
Nzabonimpa, J. D. / Hong, Won-Kee	Experimental investigation of hybrid mechanical joints for L-shaped columns replacing conventional grouted sleeve connections	243-277
Xu, Taozhi / Li, Jie	Experimental investigations of failure modes of reinforced concrete beams without web reinforcement	47-57
Nguyen, Dinh Han / Hong, Won-Kee / Ko, Hyo-Jin / Kim, Seong-Kyum	Finite element model for the interface between steel and concrete of CFST (concrete-filled steel tube)	141-158
Motallebi, Mohammad / Lignos, Dimitrios G. / Rogers, Colin A.	Full-scale testing of stiffened extended shear tab connections under combined axial and shear forces	90-105
Rinaldin, Giovanni / Fasan, Marco / Noe, Salvatore / Amadio, Claudio	The influence of earthquake vertical component on the seismic response of masonry structures	184-193
He, Chang / Xie, Qiang / Yang, Zhenyu / Xue, Songtao	Modelling large planar deflections of flexible bundled conductors in substations using a modified chained-beam constraint model	278-285
Honarparast, Sara / Chaallal, Omar	Non-linear time history analysis of reinforced concrete coupled shear walls: Comparison of old design, modern design and retrofitted with externally bonded CFRP composites	353-365
Li, Lingzhen / Chen, Tao / Zhang, Ningxi	Numerical analysis of fatigue performance of CFRP–repaired steel plates with central inclined cracks	194-202
Vojnić-Purčar, M. / Prokić, A. / Bešević, M.	A numerical model for laminated composite thin-walled members with openings considering shear lag effect	392-399
Podskarbi, Marcin / Smardzewski, Jerzy	Numerical modelling of new demountable fasteners for frame furniture	221-229
Schick, Michael / Seim, Werner	Overstrength values for light frame timber wall elements based on reliability methods	230-242
Yu, Yang / Cai, C. S. / He, Wei / Peng, Hui	Prediction of bridge maximum load effects under growing traffic using non-stationary bayesian method	171-183
Shokrabadi, Mehrdad / Burton, Henry V.	Regional short-term and long-term risk and loss assessment under sequential seismic events	366-376
Vafaei, Mohammadreza / Baniahmadi, Mahmoud / Alih, Sophia C.	The relative importance of strong column-weak beam design concept in the single-story RC frames	159-170
Qeshta, Ismail M. I. / Hashemi, M. Javad / Gravina, Rebecca / Setunge, Sujeeva	Review of resilience assessment of coastal bridges to extreme wave-induced loads	332-352
Zhang, Chunyu / Tian, Ying	Simplified performance-based optimal seismic design of reinforced concrete frame buildings	15-25
Li, Wenliang / Zhi, Xudong / Wang, Duozhi / Fan, Feng / Shen, Shizhao	Static stability analysis of a reticulated shell with a roofing system	315-331
Chen, Man-Tai / Young, Ben	Structural behavior of cold-formed steel semi-oval hollow section beams	400-411
Ding, Zhenghao / Li, Jun / Hao, Hong / Lu, Zhong-Rong	Structural damage identification with uncertain modelling error and measurement noise by clustering based tree seeds algorithm	301-314
Salah-Eldin, Ashraf / Mohamed, Hamdy M. / Benmokrane, Brahim	Structural performance of high-strength-concrete columns reinforced with GFRP bars and ties subjected to eccentric loads	286-300
Soleimani, Reza / Khosravi, Horr / Hamidi, Hamed	Substitute Frame and adapted Fish-Bone model: Two simplified frames representative of RC moment resisting frames	68-89
Wang, Yu Yin / Geng, Yue / Chen, Jie / Zhao, Mu Zi	Testing and analysis on nonlinear creep behaviour of concrete-filled steel tubes with circular cross-section	26-46
Cuartero, Jaime / Cabaleiro, Manuel / Sousa, Hélder S. / Branco, Jorge M.	Tridimensional parametric model for prediction of structural safety of existing timber roofs using laser scanner and drilling resistance tests	58-67
Rezaiee-Pajand, Mohammad / Gharaei-Moghaddam, Nima	Vibration and static analysis of cracked and non-cracked non-prismatic frames by force formulation	106-121

Author(s)

Title

Page(s)

Hou, Xiaomeng / Ren, Pengfei / Rong, Qin / Zheng, Wenzhong / Zhan, Yao

Comparative fire behavior of reinforced RPC and NSC simply supported beams

122-140

Makki Alamdari, Mehrisadat / Kildashti, Kamyar / Samali, Bijan / Goudarzi, Hamid Valipour

Damage diagnosis in bridge structures using rotation influence line: Validation on a cable-stayed bridge

1-14

Hui, Yi / Kang, Hou Jun / Law, Siu Seong / Hua, Xu Gang

Effect of cut-off order of nonlinear stiffness on the dynamics of a sectional suspension bridge model

377-391