[1] Mirsayar, M.M., Maximum Principal Strain Criterion for Fracture in Orthotropic Composites under Combined Tensile/Shear Loading, Theoretical and Applied Fracture Mechanics, 118, 2022, 103291.
[2] vanDijk, N.P., Espadas-Escalante, J.J., Isaksson, P., Strain Energy Density Decompositions in Phase-Field Fracture Theories for Orthotropy and Anisotropy, International Journal of Solids and Structures, 196–197, 2020, 140-153.
[3] Balabuši, M., Virtual Principle for Determination Initial Displacements of Reinforced Concrete and Prestressed Concrete (Overtop) Members, Open Journal of Civil Engineering, 11, 2021, 235-253.
[4] Chen, L., Guo, L., Discussions on the Complete Strain Energy Characteristics of Deep Granite and Assessment of Rockburst Tendency, Shock and Vibration, 9, 2020, 8825505.
[5] Xiang, C.S., Li, L.Y., Zhou, Y., Dang, C., An Efficient Damage Identification Method for Simply Supported Beams Based on Strain Energy Information Entropy, Advances in Materials Science and Engineering, 11, 2020, 9283949.
[6] Branco, R., Prates, P., Costa, J.D., Cruces, A., Lopez-Crespo, P., Berto, F., On the Applicability of the Cumulative Strain Energy Density for Notch Fatigue Analysis under Multiaxial Loading, Theoretical and Applied Fracture Mechanics, 120, 2022, 103405.
[7] Le, T.C., Ho, D.D., Nguyen, C.T., Huynh, T.C., Structural Damage Localization in Plates Using Global and Local Modal Strain Energy Method, Advances in Civil Engineering, 16, 2022, 4456439.
[8] Li, C.C., Zhao, T., Zhang, Y., Wan, W., A Study on the Energy Sources and the Role of the Surrounding Rock Mass in Strain Burst, International Journal of Rock Mechanics and Mining Sciences, 154, 2022, 105114.
[9] Portillo, D., Oesterle, B., Thierer, R., Bischoff, M., Romero, I., Structural Models Based on 3D Constitutive Laws: Variational Structure and Numerical Solution, Computer Methods in Applied Mechanics and Engineering, 362, 2020, 112872.
[10] Bai, L. Wadee, M.A., Köllner, A., Yang, J., Variational Modelling of Local–Global Mode Interaction in Long Rectangular Hollow Section Struts with Ramberg–Osgood Type Material Nonlinearity, International Journal of Mechanical Sciences, 209, 2021, 106691.
[11] Vaccaro, M.S., Pinnola, F.P., Marotti de Sciarra, F., Barretta, R., Limit Behavior of Eringen’s Two-Phase Elastic Beams, European Journal of Mechanics - A/Solids, 89, 2021, 104315.
[12] Khanfer, A., Bougoffa, L., A Cantilever Beam Problem with Small Deflections and Perturbed Boundary Data, Journal of Function Spaces, 2021, 2021, 081623.
[13] Feng, Y., Wang, X., Matching Boundary Conditions for the Euler–Bernoulli Beam, Shock and Vibration, 2021, 2021, 685852.
[14] Chen, Z., Zhu, Y., Lu, X., Lin, K., A Simplified Method for Quantifying the Progressive Collapse Fragility of Multi-Story RC Frames in China, Engineering Failure Analysis, 143(A), 2023, 106924.
[15] Liu, W., Zeng, B., Zhou, Z., Zheng, Y., Theoretical Study on Progressive Collapse of Truss String Structures under Cable Rupture, Journal of Constructional Steel Research, 199, 2022, 107609.
[16] Bao, C., Ma, X., Lv, D., Wu, Q., Doh, S.I., Chin, S.C., Shu, H., Abdul Hamid, N.H., Study on Structural Robustness to Resist Progressive Collapse of Vertical Irregularly Base-Isolated Structures, Physics and Chemistry of the Earth 2022, Parts A/B/C, 128, 2022, 103268.
[17] Vinay, M., Kodanda Rama, P., Rao Subhashish, D., Swaroop, A.H.L., Sreenivasulu, A., Venkateswara Rao, K., Evaluation of Progressive Collapse Behavior in Reinforced Concrete Buildings, Structures, 45, 2022, 1902-1919.
[18] Shan, S., Pan, W., Progressive Collapse Mechanisms of Multi-Story Steel-Framed Modular Structures under Module Removal Scenarios, Structures, 46, 2022, 1119-1133.
[19] Nguyen, V.H., Yu, J., Tan, K.H., Component-Based Joint Model for RC Frames with Conventional and Special Detailing Against Progressive Collapse, Structures, 46, 2022, 820-837.
[20] Esteghamati, M.Z., Alimohammadi, S., Reliability-Based Assessment of Progressive Collapse in Horizontally Irregular Multi-Story Concrete Buildings, Structures, 44, 2022, 1597-1606.
[21] Lua, J.X., Wu, H., Fang, Q., Progressive Collapse of Murrah Federal Building: Revisited, Journal of Building Engineering, 57, 2022, 104939.
[22] Wu, Z., Xu, Z., Qiao, H., Chen, Y., Chen, L., Chen, W., Study on Anti-Progressive Collapse Performance of Assembled Steel Frame Joints With Z-type Cantilever Beam Splices, Journal of Constructional Steel Research, 199, 2022, 107593.
[23] Pang, B., Wang, F., Yang, J., Zhang, W., Azim, I., Evaluation on the Progressive Collapse Resistance of Infilled Reinforced Concrete Frames Based on Numerical and Semi-Analytical Methods, Engineering Structures, 267, 2022, 114684.
[24] Kiakojouri, F., Biagiab, V., Chiaia, B., Sheidaii, M.R., Strengthening and Retrofitting Techniques to Mitigate Progressive Collapse: A Critical Review and Future Research Agenda, Engineering Structures, 262, 2022, 114274.
[25] Li, D., Cui, S., Zhang, J., Experimental Investigation on Reinforcing Effects of Engineered Cementitious Composites (ECC) on Improving Progressive Collapse Performance of Planar Frame Structure, Construction and Building Materials, 347, 2022, 128510.
[26] Zhanga, Q., Zhao, Y.-G., Kolozvaric, K., Xu, L., Reliability Analysis of Reinforced Concrete Structure Against Progressive Collapse, Reliability Engineering and System Safety, 228, 2022, 108831.
[27] Luac, W.J., Zhang, L.M., Liuc, H.T., Cai, S.W., Energy Analysis of Progressive Collapses in a Multi-Span Bridge under Vessel Impact Using Centrifuge Modelling, Engineering Structures, 266, 2022, 114591.
[28] Vestergaard, D., Larsen, K., Hoang, L., Design-Oriented Elasto-Plastic Analysis of Reinforced Concrete Structures with in-Plane Forces Applying Convex Optimization, Structural Concrete, 22(6), 2021, 3272-3287.
[29] Rad, M.M., Habashneh, M., Lógó, J., Elasto-Plastic Limit Analysis of Reliability Based Geometrically Nonlinear Bi-Directional Evolutionary Topology Optimization, Structures, 34, 2021, 1720-1733.
[30] Tauzowski, P., Blachowski, B., Lógó, J., Topology Optimization of Elasto-Plastic Structures under Reliability Constraints: A First Order Approach, Computers and Structures, 243, 2021, 106406.
[31] Genovese, F., Alderucci, T., Muscolino, J., Design Sensitivity Analysis of Structural Systems with Damping Devices Subjected to Fully Non-Stationary Stochastic Seismic Excitations, Computers and Structures, 284(30–31), 2023, 1-14.
[32] Li, B., Fu, Y., Kennedy, G.J., Topology Optimization Using an Eigenvector Aggregate, Structural and Multidisciplinary Optimization, 66, 2023, 221.
[33] Zhang, X., Xie, Y.M., Zhou, S., A Nodal-Based Evolutionary Optimization Algorithm for Frame Structures, Computer-Aided Civil and Infrastructure Engineering, 38, 2023, 288-306.
[34] Stupishin, L.Yu., Variational Criteria for Critical Levels of Internal Energy of a Deformable Solids, Applied Mechanics and Materials, 578-579, 2014, 1584-1587.
[35] Bellman, R., Dynamic programming, Princeton University Press, 1957.
[36] Courant, R., Hilbert, D., Methods of Mathematical Physics, V. 1, Wiley-VCH, 1953.
[37] Mihlin, S.G., Variational methods in mathematical physics, Pergamon Press, 1964.
[38] Rzhanitsyn, A.R., Structural Mechanics, Higher School, Moscow, 1982.
[39] Stupishin, L.Yu., Mondrus, V.L., Implementation of the Weak Link Problem for Truss, Buildings, 13, 2023, 1230.
[40] Stupishin, L.Yu. ,Mondrus, V.L., Critical Energy Properties Study for Unsymmetrical Deformable Structures, Buildings, 12(6), 2022, 779.
[41] Stupishin, L.Yu., Moskevich, M.L., Limit states design theory based on critical energy levels criterion in force method form, Magazine of Civil Engineering, 111(3), 2022, 11101.