Engineering Structures - January 2018

Published:	January 2018

Author(s)	Title	Page(s)
Ragni, Laura / Tubaldi, Enrico / Dall'Asta, Andrea / Ahmadi, Hamid / Muhr, Alan	Biaxial shear behaviour of HDNR with Mullins effect and deformation-induced anisotropy	78-92
Liu, Meng / Dawood, Mina	A closed-form solution of the interfacial stresses and strains in steel beams strengthened with externally bonded plates using ductile adhesives	66-77
Bu, Zhan-Yu / Wu, Wei-Ye	Inter shear transfer of unbonded prestressing precast segmental bridge column dry joints	52-65
Qu, Hongya / Li, Tiantian / Wang, Zhiqiang / Wei, Hongyi / Shen, Jiawei / Wang, Hao	Investigation and verification on seismic behavior of precast concrete frame piers used in real bridge structures: Experimental and numerical study	1-9
Loulelis, Dimitris G. / Papagiannopoulos, George A. / Beskos, Dimitri E.	Modal strength reduction factors for seismic design of steel moment resisting frames	23-37
Ai, Demi / Luo, Hui / Wang, Chao / Zhu, Hongping	Monitoring of the load-induced RC beam structural tension/compression stress and damage using piezoelectric transducers	38-51
Qiu, Canxing / Zhang, Yichen / Li, Han / Qu, Bing / Hou, Hetao / Tian, Li	Seismic performance of Concentrically Braced Frames with non-buckling braces: A comparative study	93-102
Pardalopoulos, Stylianos I. / Pantazopoulou, Stavroula J. / Lekidis, Vasilios A.	Simplified method for rapid seismic assessment of older R.C. buildings	10-22

Author(s)

Title

Page(s)

Ragni, Laura / Tubaldi, Enrico / Dall'Asta, Andrea / Ahmadi, Hamid / Muhr, Alan

78-92

Liu, Meng / Dawood, Mina

66-77

Bu, Zhan-Yu / Wu, Wei-Ye

52-65

Qu, Hongya / Li, Tiantian / Wang, Zhiqiang / Wei, Hongyi / Shen, Jiawei / Wang, Hao

1-9

Loulelis, Dimitris G. / Papagiannopoulos, George A. / Beskos, Dimitri E.

23-37

Ai, Demi / Luo, Hui / Wang, Chao / Zhu, Hongping

38-51

Qiu, Canxing / Zhang, Yichen / Li, Han / Qu, Bing / Hou, Hetao / Tian, Li

93-102

Pardalopoulos, Stylianos I. / Pantazopoulou, Stavroula J. / Lekidis, Vasilios A.

10-22

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