Jun-Mo Yang 
- (2024): Evaluation of the flexural stiffness of a lattice girder composite slab at the construction stage according to the lattice girder shape. In: Structures, v. 70 (Dezember 2024).
- (2024): Compressive Creep Test on Fiber-Reinforced Ultra-High Performance Concrete: Effects of Strain Measuring Method, Specimen Size, Sustained Load Intensity, and Fiber Length. In: Buildings, v. 14, n. 7 (2 Juli 2024).
- (2016): Transfer length of 2400 MPa seven-wire 15.2 mm steel strands in high-strength pretensioned prestressed concrete beam. In: Smart Structures and Systems, v. 17, n. 4 (April 2016).
- (2012): Effect of anchorage and strength of stirrups on shear behavior of high-strength concrete beams. In: Structural Engineering and Mechanics, v. 41, n. 3 (Februar 2012).
- (2016): Influence of steel fiber and reinforcing details on the ultimate bearing strength of the post-tensioning anchorage zone. In: Structural Engineering and Mechanics, v. 59, n. 5 (September 2016).
- (2017): Effect of cover depth and rebar diameter on shrinkage behavior of ultra-high-performance fiber-reinforced concrete slabs. In: Structural Engineering and Mechanics, v. 61, n. 6 (März 2017).
- (2021): Applicability of 2360 MPa grade prestressing steel strand: Performance of material, bond, and anchorage system. In: Construction and Building Materials, v. 266 (Januar 2021).
- (2020): Shear Capacity Contribution of Steel Fiber Reinforced High-Strength Concrete Compared with and without Stirrup. In: International Journal of Concrete Structures and Materials, v. 14, n. 1 (7 Januar 2020).
- (2019): Transfer Lengths in Pretensioned Concrete Measured Using Various Sensing Technologies. In: International Journal of Concrete Structures and Materials, v. 13, n. 1 (Januar 2019).
- (2019): Flexural and shear behaviour of high-strength SFRC beams without stirrups. In: Magazine of Concrete Research, v. 71, n. 10 (Mai 2019).
- (2009): Benefits of Using HSC for Improving Tensile Stresses on I-Type Prestressed Concrete Girders. Vorgetragen bei: IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009.
- (2009): Practical Use of 60 MPa Cast-in-Placing High-Strength Concrete for PSC Bridges. Vorgetragen bei: IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009.
- (2016): Size effect in normal- and high-strength amorphous metallic and steel fiber reinforced concrete beams. In: Construction and Building Materials, v. 121 (September 2016).
- (2016): Effects of amorphous metallic fibers on the properties of asphalt concrete. In: Construction and Building Materials, v. 128 (Dezember 2016).
- (2017): Mechanical Properties of Steam Cured High-Strength Steel Fiber-Reinforced Concrete with High-Volume Blast Furnace Slag. In: International Journal of Concrete Structures and Materials, v. 11, n. 2 (Juni 2017).
- (2017): Structural performance of SFRC slab-on-grade supported on elastic spring system. In: Magazine of Concrete Research, v. 69, n. 15 (August 2017).
- (2017): Performance of shotcrete containing amorphous fibers for tunnel applications. In: Tunnelling and Underground Space Technology, v. 64 (April 2017).
- (2010): Shrinkage characteristics of high-strength concrete for large underground space structures. In: Tunnelling and Underground Space Technology, v. 25, n. 2 (März 2010).
- (2017): Feasibility of replacing minimum shear reinforcement with steel fibers for sustainable high-strength concrete beams. In: Engineering Structures, v. 147 (September 2017).
- (2017): Benefits of blast furnace slag and steel fibers on the static and fatigue performance of prestressed concrete sleepers. In: Engineering Structures, v. 134 (März 2017).
- (2012): Influence of Steel Fibers and Headed Bars on the Serviceability of High-Strength Concrete Corbels. In: Journal of Structural Engineering (ASCE), v. 138, n. 1 (Januar 2012).
- (2018): Development of Efficient Anchorage Device and Estimation of Its Bearing Strength of Posttensioning Anchorage Zone. In: Journal of Structural Engineering (ASCE), v. 144, n. 3 (März 2018).
- (2018): Transfer length in full-scale pretensioned concrete beams with 1.4 m and 2.4 m section depths. In: Engineering Structures, v. 171 (September 2018).
- (2018): Effect of design variables on deflected tensile performance of high-strength 7-wire steel strand for stay cable. In: Construction and Building Materials, v. 188 (November 2018).
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