Martin Neuenschwander
- (2023): Slender Column Strength of Innovative Concrete Filled Steel Tube Columns with High-performance Building Materials. In: ce/papers, v. 6, n. 1 (Februar 2023).
- (2016): Suitability of the damage-plasticity modelling concept for concrete at elevated temperatures: Experimental validation with uniaxial cyclic compression tests. In: Cement and Concrete Research, v. 79 (Januar 2016).
- (2020): Structural Behavior of Steel-Plate Girders in Shear: Experimental Study and Review of Current Design Principles. In: Journal of Structural Engineering (ASCE), v. 146, n. 11 (November 2020).
- (2020): A computationally rigorous approach to hybrid fire testing. In: Computers & Structures, v. 238 (Oktober 2020).
- (2019): Elevated temperature behavior of an iron-based shape memory alloy used for prestressed strengthening of civil structures. In: Construction and Building Materials, v. 211 (Juni 2019).
- (2017): Elevated temperature mechanical properties of solid section structural steel. In: Construction and Building Materials, v. 149 (September 2017).
- (2017): Modeling thermo-mechanical behavior of concrete-filled steel tube columns with solid steel core subjected to fire. In: Engineering Structures, v. 136 (April 2017).
- (2018): Experimental validation of the damage-plasticity modeling concept for normal strength concrete in fire. In: Journal of Structural Fire Engineering, v. 9, n. 1 (März 2018).
- (2017): ISO Standard Fire Tests of Concrete-Filled Steel Tube Columns with Solid Steel Core. In: Journal of Structural Engineering (ASCE), v. 143, n. 4 (April 2017).
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