Zhongguo John Ma
Zhongguo John Ma
Verified email at utk.edu
Cited by
Cited by
Crack detection from the slope of the mode shape using complex continuous wavelet transform
X Jiang, ZJ Ma, WX Ren
Computer‐Aided Civil and Infrastructure Engineering 27 (3), 187-201, 2012
Improved longitudinal joint details in decked bulb tees for accelerated bridge construction: Concept development
L Li, Z Ma, ME Griffey, RG Oesterle
Journal of Bridge Engineering 15 (3), 327-336, 2010
Restraint moments in precast/prestressed concrete continuous bridges
Z Ma, X Huo, MK Tadros, M Baishya
PCI journal 43 (6), 40-57, 1998
Improved longitudinal joint details in decked bulb tees for accelerated bridge construction: Fatigue evaluation
L Li, ZJ Ma, RG Oesterle
Journal of bridge engineering 15 (5), 511-522, 2010
Design, test and field application of a GFRP corrugated-core sandwich bridge
HS Ji, W Song, ZJ Ma
Engineering Structures 32 (9), 2814-2824, 2010
Investigation of using recycled powder from waste of clay bricks and cement solids in reactive powder concrete
P Zhu, XQ Mao, W Qu, Z Li, ZJ Ma
Construction and building materials 113, 246-254, 2016
Shear behavior of pretensioned high-strength concrete bridge I-girders
ZJ Ma, MK Tadros, M Baishya
Structural Journal 97 (1), 185-192, 2000
Shear behavior of dry joints with castellated keys in precast concrete segmental bridges
H Jiang, L Chen, ZJ Ma, W Feng
Journal of Bridge Engineering 20 (2), 04014062, 2015
Field test and 3D FE modeling of decked bulb-tee bridges
Z Ma, S Chaudhury, JL Millam, JL Hulsey
Journal of bridge engineering 12 (3), 306-314, 2007
Flexural response of high‐strength steel‐ultra‐high‐performance fiber reinforced concrete beams based on a mesoscale constitutive model: Experiment and theory
J Qi, J Wang, ZJ Ma
Structural Concrete 19 (3), 719-734, 2018
Fatigue evaluation of transverse U-bar joint details for accelerated bridge construction
P Zhu, ZJ Ma, Q Cao, CE French
Journal of Bridge Engineering 17 (2), 191-200, 2012
Investigation of Load-Transfer Mechanisms in Deep Beams and Corbels.
ZQ He, Z Liu, ZJ Ma
ACI Structural Journal 109 (4), 2012
Pullout behavior of straight and hooked-end steel fibers in UHPC matrix with various embedded angles
J Qi, Z Wu, ZJ Ma, J Wang
Construction and Building Materials 191, 764-774, 2018
Post‐cracking shear strength and deformability of HSS‐UHPFRC beams
JN Qi, ZJ Ma, JQ Wang, TX Liu
Structural Concrete 17 (6), 1033-1046, 2016
Big data-enabled multiscale serviceability analysis for aging bridges☆
Y Liang, D Wu, G Liu, Y Li, C Gao, ZJ Ma, W Wu
Digital Communications and Networks 2 (3), 97-107, 2016
Strength design of pretensioned flexural concrete members at prestress transfer
P Noppakunwijai, MK Tadros, ZJ Ma, RF Mast
PCI Journal 46 (1), 34-52, 2001
Behavior of reinforced concrete beams filled with demolished concrete lumps
B Wu, Z Xu, ZJ Ma, Q Liu, W Liu
Structural Engineering and Mechanics 40 (3), 411-429, 2011
Cast-in-place concrete connections for precast deck systems
CE French, CK Shield, D Klaseus, M Smith, W Eriksson, ZJ Ma, P Zhu, ...
NCHRP Web Document, 2011
Behavior of FRP-steel confined concrete tubular columns made of expansive self-consolidating concrete under axial compression
Q Cao, J Tao, Z Wu, ZJ Ma
Journal of Composites for Construction 21 (5), 04017037, 2017
Shear strength of steel fiber-reinforced concrete dry joints in precast segmental bridges
H Jiang, R Wei, Z John Ma, Y Li, Y Jing
Journal of Bridge Engineering 21 (11), 04016085, 2016
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