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Paper Citation | Author | Year Published | Link/files | Topics |
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Multiscale computational first order homogenization of thick shells for the analysis of out-of-plane loaded masonry walls. Computer Methods in Applied Mechanics and Engineering. 315. 10.1016/j.cma.2016.10.046. | Petracca, Massimo & Pelà, Luca & Rossi, Riccardo & Oller, Sergio & Camata, Guido & Spacone, Enrico. | 2016 | Computational Multiscale Homogenization, Representative Volume Element (RVE), Shell, Masonry, Periodic Micro-structure, Strain Localization | |
Micro-scale continuous and discrete numerical models for nonlinear analysis of masonry shear walls. Construction and Building Materials. 149. 296–314. 10.1016/j.conbuildmat.2017.05.130. | Petracca, Massimo & Pelà, Luca & Rossi, Riccardo & Zaghi, Stefano & Camata, Guido & Spacone, Enrico | 2017 | Masonry, Continuous micro-modeling, Discrete micro-modeling, Continuum damage model, Interface model, Dilatancy | |
Nonlinear analysis of masonry structures using fiber‐section line elements. Earthquake Engineering & Structural Dynamics. 48. 10.1002/eqe.3188. | Peruch, Matteo & Spacone, Enrico & Camata, Guido | 2019 | dynamic analysis, equivalent frame, pushover analysis, unreinforced masonry | |
Nonlinear cyclic Truss Model for analysis of reinforced concrete coupled structural walls. Bulletin of Earthquake Engineering. 17. 10.1007/s10518-019-00639-8. | Alvarez-Sanchez, Rodolfo & Restrepo, Jose & Panagiotou, Marios & Santhakumar, A.R. | 2019 | Cyclic Truss Model, Reinforced concreted, coupled structural walls | |
Numerical simulation of nonlinear structures on liquefiable soils with ground improvement. Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019, pp. 4645-4653. | Ramirez, J., Petracca, M., Dashti, S., Liel, A., Camata, G | 2019 | Numerical simulation, nonlinear structures on liquefiable soils with ground improvement, soil constitutive model (PDMY02) | |
Performance of Inelastic Structures on Mitigated and Unmitigated Liquefiable Soils: Evaluation of Numerical Simulations with Centrifuge Tests, PhD Thesis, University of Colorado at Boulder | Ramirez Jenny | 2019 | Inelastic Structures, Mitigated and Unmitigated Liquefiable Soils, Centrifuge Tests | |
Structural analysis Design of Timber Light-Frame Shear Walls, PhD Thesis, University "La Sapienza" Rome. | Di Gangi Giorgia | 2019 | structural analysis, timber, light-frame shear walls | |
Advanced Tools for Fast Micro-Modelling of Masonry Structures. 12th International Conference on Structural Analysis of Historical Constructions, SAHC 2020 | Petracca, Massimo & Marano, Corrado & Camata, Guido & Pela, Luca | 2020 | Masonry, Micro-Modelling, Continuum Damage, IMPLEX | |
An experimental comparison of micro-modelling and meso-modelling for an unreinforced masonry wall. Paper presented at 17th World Conference on Earthquake Engineering, Sendai, Japan. | Cross, Ted & De Luca, Flavia & De Risi, Raffaele | 2020 | micro-modeling, meso-modelling, unreinforced masonry | |
Analysis of reinforced concrete coupled structural walls via the Beam-Truss Model. Engineering Structures. 220. 10.1016/j.engstruct.2020.111005.l | Alvarez-Sanchez, Rodolfo & Restrepo, Jose & Panagiotou, Marios & Godinez, Sergio | 2020 | reinforced concrete coupled structural walls, Beam-Truss Model (BTM), coupling beams, Nonlinear Truss Models | |
Comparison Between Phenomenological and Fiber-Section Non-linear Models. Frontiers in Built Environment. 6. 38. 10.3389/fbuil.2020.00038. | Terrenzi, Marco & Spacone, Enrico & Camata, Guido | 2020 | Phenomenological Non-linear Models, Fiber-Section Non-linear Models | |
RC Wall Plastic Hinge Out-of-Plane Buckling: Analysis Using the Nonlinear Beam-Truss Model. Journal of Structural Engineering. 146. 10.1061/(ASCE)ST.1943-541X.0002836. | Alvarez-Sanchez, Rodolfo & Restrepo, Jose & Panagiotou, Marios | 2020 | RC Wall, Plastic Hinge, Out-of-Plane Buckling, Nonlinear Beam-Truss Model, Beam-Truss Model (BTM) | |
A comparative study on a complex URM building: part I—sensitivity of the seismic response to different modelling options in the equivalent frame models. Bulletin of Earthquake Engineering. 10.1007/s10518-021-01128-7. | Ottonelli, D., Manzini, C. F., Marano, C., Cordasco, E.A., Cattari, S. | 2021 | complex URM building, part I—sensitivity, seismic response, equivalent frame models | |
Análisis no lineal de la interacción suelo estribo estructura del Puente Águila Norte. Thesis. Universidad de Chile, Santiago, Chile. | Hernández Coo, Jorge Felipe | 2021 | Análisis no lineal, interacción suelo | |
Analysis and Application of Open Earthquake Engineering Simulation System (OpenSees) to Nonlinear Structures with Plastic Hinges, National Center for Research on Earthquake Engineering (NCREE), Taiwan. (Written in Chinese) | Huang, Hsuan-Wen & Hsu, Bo-Tse & Lu, Lyan-Ywan & Hsiao, Fu-Pei & Wei Yeh, Shih. | 2021 | Open-source system, OpenSees, graphical interface software, plastic hinge, ModIMK plastic hinge model, nonlinear dynamic analysis, Tcl programming language | |
A simplified approach for the vulnerability assessment of regular and irregular reinforced concrete buildings at the large scale. 4896-4905. 10.7712/120121.8836.19502. | Blasone, Valentina & Basaglia, Alberto & Risi, Raffaele & Luca, Flavia & Spacone, Enrico | 2021 | Vulnerability Assessment, Reinforced Concrete, Shear-Type, Irregular Buildings, Stick-Like Models, Non-Linear History Analyses | |
Benchmarking the software packages to model and assess the seismic response of unreinforced masonry existing buildings through nonlinear static analyses.Bulletin of Earthquake Engineering. 10.1007/s10518-021-01078-0. | Cattari, Serena & Magenes, Guido | 2021 | seismic response of unreinforced masonry, nonlinear static analyses, Software Benchmarking | |
Comparación en la modelación de plasticidad concentrada y distribuida para el análisis pushover en un pórtico de concreto armado. Thesis. Pontificia Universidad Católica del Perú, Facultad de Ciencias e Ingeniería. | Romero Ángeles, Gonzalo Nicolás | 2021 | Pórticos, Análisis de estructuras, Construcciones de concreto armado, Análisis estructural (Ingeniería) | |
Equivalent Frame Method Combining Flexural and Shear Responses of Masonry Buildings. 10.23967/sahc.2021.090. | Marano, Corrado & Petracca, Massimo & Camata, Guido & Spacone, Enrico | 2021 | Masonry, Pushover Analysis, Equivalent frame, Fiber elements, Vulnerability | |
FRAGILITY CURVES DEFINITION OF EXISTING REINFORCED CONCRETE BUILDINGS DESIGNED FOR GRAVITY LOADS. 5357-5366. 10.7712/120121.8871.19501. | Basaglia, Alberto & Terrenzi, Marco & Spacone, Enrico | 2021 | Seismic Risk, Vulnerability Assessment, Reinforced Concrete, Nonlinear Dy-namic Analyses, Fragility Curves | |
Influence of the constructive features of RC existing buildings in their ductility and seismic performance. Bulletin of Earthquake Engineering. | Requena García de la Cruz, María Victoria & Morales-Esteban, Antonio & Durand, Percy & Blanco, Beatriz | 2021 | constructive features of RC buildings, ductility, seismic performance | |
Interazione suolo struttura applicato all'analisi di un ponte autostradale, Ingenio. | Petracca, Massimo & Bottini, Maurizio & Sallese, Luca & Marano, Corrado & Di Francesco, Fausto & Camata, Guido | 2021 | modellazione dinamica nonlineare, interazione terreno-fondazione-struttura (SFSI), ponte autostradale | |
Modelling the seismic response of a 2-storey URM benchmark case study: comparison among different equivalent frame models. Bulletin of Earthquake Engineering. 10.1007/s10518-021-01173-2. | Manzini, Carlo Filippo & Ottonelli, Daria & Degli Abbati, Stefania & Marano, Corrado & Cordasco | 2021 | modeling, seismic response, 2-storey URM benchmark case study, equivalent frame models | |
Multidisciplinary Performance Assessment of an Eco-Sustainable RC-Framed Skin for the Integrated Upgrading of Existing Buildings. Sustainability. 13. 10.3390/su13169225. | Pozza, Luca & Degli Esposti, Anna & Bonoli, Alessandra & Talledo, Diego & Barbaresi, Luca & Semprini, Giovanni & Savoia, Marco | 2021 | Multidisciplinary Performance Assessment, Eco-Sustainable RC-Framed Skin, | |
Nonlinear modelling of the seismic response of masonry structures: Calibration strategies. Bulletin of Earthquake Engineering. 10.1007/s10518-021-01104-1. | D'Altri, Antonio & Cannizzaro, Francesco & Petracca, Massimo & Talledo, Diego | 2021 | Nonlinear modelling, seismic response of masonry structures, Calibration strategies | |
Numerical Assessment of an Innovative RC-Framed Skin for Seismic Retrofit Intervention on Existing Buildings. Applied Sciences. 11. 9835. 10.3390/app11219835. | Talledo, Diego & Irene, Rocca & Pozza, Luca & Savoia, Marco & Saetta, Anna | 2021 | RC-Framed Skin, Seismic Retrofit Intervention, Numerical Assessment | |
Numerical simulation of shear tests on RC, FRC, prestressed HPFRC beams without shear reinforcement, Master's Degree thesis, Politecnico di Torino, Universidad Politecnica de Madrid. | Marianelli, Antonella | 2021 | shear tests, RC beams, FRC beams, Prestressed HPFRC beams | |
Optimal ductility enhancement of RC framed buildings considering different non-invasive retrofitting techniques. Engineering Structures. 242. 112572. 10.1016/j.engstruct.2021.112572. 19. 1-25. 10.1007/s10518-020-00984-z. | Requena García de la Cruz, María Victoria & Morales-Esteban, Antonio & Durand, Percy | 2021 | Optimal ductility enhancement, RC Frames, non-invasive retrofitting techniques | |
Parallel scalability of OpenSees on NeSI. HPC for 2D/3D site response analysis. NZSEE 2021 Annual Conference | Eskandarighadi M., McGann C.R., Hyde C., Trow L. & Wan S | 2021 | Parallel scalability, NeSI, HPC, 2D/3D site response analysis | |
Seismic fragility models for typical non-engineered URM residential buildings in Malawi. Structures, 32, pp. 2266-2278. | Giordano, N., De Risi, R., Voyagaki, E., Kloukinas, P., Novelli, V., Kafodya, I., Ngoma, I., Goda, K., Macdonald, J | 2021 | Seismic fragility models, non-engineered URM residential buildings, Earthquake vulnerability, Malawi, Residential buildings, Unreinforced masonry, Masonry panel test data, Orthotropic model, In-plane damage, Out-of-plane damage | |
Seismic Interaction of Adjacent Structures on Liquefiable Soils: Insight from Centrifuge and Numerical Modeling. Journal of Geotechnical and Geoenvironmental Engineering. 147. 04021063. 10.1061/(ASCE)GT.1943-5606.0002546. | Hwang, Yu-Wei & Dashti, Shideh & Ramirez, Jenny & Liel, Abbie & Kirkwood, Peter & Camata, Guido & Petracca, Massimo | 2021 | Seismic Interaction of Adjacent Structures on Liquefiable Soils, Seismic coupling and structure-soil-structure interaction (SSSI), nonlinear finite-element analyses, soil constitutive model | |
Simplified computational methods for estimating dynamic impedance of batter pile groups in homogeneous soil. Earthquake Engng Struct Dyn. 50: 3894– 3915. | Cemalovic, M, Husebø, JB, Kaynia, AM. | 2021 | computational methods, dynamic impedance, batter pile groups, homogenous soil, structural dynamics | |
Soil-Structure Interaction in the Seismic Vulnerability Analysis of Rc Buildings. Application to a Case Study Building Located in Southwestern Spain. 5015-5027. 10.7712/120121.8846.18945. | Requena García de la Cruz, María Victoria & Morales-Esteban, Antonio & Durand, Percy & Romero-Sánchez, Emilio | 2021 | Soil-Structure Interaction, Seismic Vulnerability Analysis, Rc Buildings | |
Studio del degrado indotto dalla corrosione nelle selle gerber: simulazioni numeriche, Master's Thesis, Politecnico di Torino. | Di Benedetto, Marilisa | 2021 | Trave Gerber, monitoraggio, valutazione dello stato di ammaloramento, degrado strutturale | |
Validation of non-linear equivalent-frame models for irregular masonry walls. Engineering Structures. 253. 10.1016/j.engstruct.2021.113755. | Camata, Guido & Marano, Corrado & Sepe, Vincenzo & Spacone, Enrico & Siano, Rossella & Petracca, Massimo & Roca, Pere & Pelà, Luca | 2021 | Masonry structures, Unreinforced masonry walls, Equivalent-frame models, Seismic 35 vulnerability, Non-linear static analysis, micromodeling | |
Verifica sismica degli edifici in muratura: come usare consapevolmente i software di calcolo, Ingenio. | Cattari, Serena & Camata, Guido & Magenes, Guido & Calderoni, Bruno & Caliò, Ivo & de Miranda, Stefano & Milani, Gabriele & Saetta, Anna | 2021 | muratura, verifiche, software di calcolo | |
Analysis of the soil structure-interaction effects on the seismic vulnerability of mid-rise RC buildings in Lisbon. Structures. 38. 599-617. | Requena García de la Cruz, María Victoria & Bento, R. & Durand, Percy & Morales-Esteban, Antonio | 2022 | structural dynamics, soil-structure interaction, seismic vulnerability of RC buildings, Lisbon | |
A modified pressure dependent multi-yield surface model for simulation of LEAP-Asia-2019 centrifuge experiments. Soil Dynamics and Earthquake Engineering. 154. 107135. 10.1016/j.soildyn.2021.107135. | Elbadawy, Mohamed & Zhou, Yan-Guo & Liu, Kai | 2022 | LEAP, Ottawa F-65 sand, Liquefaction, Sloping ground, Constitutive model, PDMY material, Model calibration, Finite element modeling, Centrifuge experiment | |
A Preliminary Design Procedure for Seismic Retrofit Using Hysteretic Dampers. Journal of the Earthquake Engineering Society of Korea Vol.26 No.2 pp.59-69. ISSN : 2234-1099(Online).(Written in Korean) | Jeong Gook-ki & Yu Eunjong | 2022 | Preliminary design for seismic retrofit, Seismic retrofit using hysteretic damper, Damper design, Estimate of seismic retrofit, Metallic yield damper | |
Assessment of specific structural and ground-improvement seismic retrofitting techniques for a case study RC building by means of a multi-criteria evaluation, Structures, Volume 38, 2022, Pages 265-278, ISSN 2352-0124. | Requena García de la Cruz, María Victoria & Morales-Esteban, Antonio & Durand-Neyra, Percy | 2022 | Seismic retrofitting, Multi-criteria decision making, Reinforced concrete buildings, Soil-structure interaction, Finite element method, Direct modelling of soil | |
A simplified model for seismic safety assessment of reinforced concrete buildings: framework and application to a 3-storey plan-irregular moment resisting frame. Engineering Structures, Volume 250, 2022, 113348, ISSN 0141-0296 | Blasone, Valentina & Basaglia, Alberto & De Risi, Raffaele & De Luca, Flavia & Spacone, Enrico | 2022 | Reinforced concrete moment resisting frame, Seismic assessment, Regional scale, Simplified spring model, Torsional behaviour, Irregular buildings | |
Kinematic response of vertical and batter pile groups in non-linear soft soil | Cemalovic, Miran & Husebø, Jan B. & Kaynia, Amir M. | 2022 | batter piles, clay, kinematic interaction, non-linear, numerical |
Reference Name | Author | Link/files | Topics |
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OpenSees Official Page | The Regents of the University of California | OpenSees | |
OpenSees Wiki | The Regents of the University of California | OpenSees wiki | |
OpenSees Documentation Github | The Regents of the University of California | OpenSees github, OpenSees documentation | |
OpenSees Developer Github | The Regents of the University of California | OpenSees github, OpenSees development | |
PyMPC Documentation Wiki | Asdea Software Technology | PyMPC Documentation Wiki, STKO, Python | |
OpenSees Verification and Benchmarking | Asdea Software Technology | OpenSees verification, Benchmarking |