Jin Feng
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- (2019): Understanding clients’ experience of trust and distrust in dwelling fit-out projects. An ambivalence approach. In: Engineering, Construction and Architectural Management, v. 26, n. 3 (April 2019).
- (2004): Time-Domain Boundary Element Method for Underground Structures in Orthotropic Media. In: Journal of Engineering Mechanics (ASCE), v. 130, n. 1 (January 2004).
- (2019): Control performance comparison between tuned liquid damper and tuned liquid column damper using real-time hybrid simulation. In: Earthquake Engineering and Engineering Vibration, v. 18, n. 3 (July 2019).
- (1997): Application of distinct element method in dynamic analysis of high rock slopes and blocky structures. In: Soil Dynamics and Earthquake Engineering, v. 16, n. 6 (August 1997).
- (2003): A seismic free field input model for FE-SBFE coupling in time domain. In: Earthquake Engineering and Engineering Vibration, v. 2, n. 1 (June 2003).
- (2004): Analytical solutions for dynamic pressures of coupling fluid-solid-porous medium due to P wave incidence. In: Earthquake Engineering and Engineering Vibration, v. 3, n. 2 (December 2004).
- (2019): Research and application of random aggregate model in determining the fracture behavior of four-point bending beam with notch. In: Construction and Building Materials, v. 202 (March 2019).
- (2019): Modified two-phase micromechanical model and generalized self-consistent model for predicting dynamic modulus of asphalt concrete. In: Construction and Building Materials, v. 201 (March 2019).
- (2016): Effects of mineral admixtures on shear thickening of cement paste. In: Construction and Building Materials, v. 126 (November 2016).
- (2017): Improved mix design method of self-compacting concrete based on coarse aggregate average diameter and slump flow. In: Construction and Building Materials, v. 143 (July 2017).
- (1992): Application of FE-BE-IBE coupling to dynamic interaction between alluvial soil and rock canyons. In: Earthquake Engineering and Structural Dynamics, v. 21, n. 5 (May 1992).
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