1. FDEM Modelling of Rock Fracture Process during Three-Point Bending Test under Quasistatic and Dynamic Loading Conditions. (5th August 2021) Authors: An, Huaming; Song, Yushan; Liu, Hongyuan Other Names: Fang Cheng Academic Editor. Journal: Shock and vibration Issue: Volume 2021(2021) Page Start: Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
2. Simplified Numerical Model Development for Advanced Design of Lightweight-Concrete Encased Cold-Formed Steel Compressed Elements. (20th May 2022) Authors: Eid, Nathalie; Joó, Attila László Other Names: Fang Cheng Academic Editor. Journal: Advances in civil engineering Issue: Volume 2022(2022) Page Start: Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
3. Analytical and Numerical Investigation of Knee Brace Equipped with a Shape Memory Alloy Damper. (13th September 2022) Authors: Shakiba, Milad; Mortazavi, Seyed Mohammad Reza Other Names: Fang Cheng Academic Editor. Journal: Shock and vibration Issue: Volume 2022(2022) Page Start: Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
4. An Adaptive Model Order Reduction Method Based on the Damage Evolution for Nonlinear Seismic Analysis. (16th September 2020) Authors: Wang, Jian; Fang, Ming; Li, Hui Other Names: Fang Cheng Academic Editor. Journal: Advances in civil engineering Issue: Volume 2020(2020) Page Start: Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
5. Evaluating the Effectiveness of a New Self-Centering Damper on a Knee Braced Frame. (29th March 2023) Authors: Banihashem, Seyed Mohammad; Rezapour, Moein; Attarnejad, Reza; Sanei, Mahsa Other Names: Fang Cheng Academic Editor. Journal: Shock and vibration Issue: Volume 2023(2023) Page Start: Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗