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You were searching for Budescu, Mihai in Authors.
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The Influence of Solid Dry Friction Damping at Columns with Compound Sections Vasile-Mircea Venghiac • Ssilviu-Cristian Melenciuc • Ioan-Petru Ciongradi • Mihai Budescu
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Factors Influencing the Preload Level of high Strength Bolts for Structural Steel Connections Ssilviu-Cristian Melenciuc • Vasile-Mircea Venghiac • Andrei-Ionuţ Ştefancu • Mihai Budescu
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Errors in Concrete Shear Wall Elastic Structural Modeling Ovidiu Chelariu • Ioan-Petru Ciongradi • Mihai Budescu
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Experimental Investigation on Bonding Characteristics of Low-Strength Mortars Used to Repoint the Joints of the Damaged Historical Masonry Structures Daniel Covatariu • Ionuţ-Ovidiu Toma • Mihai Budescu
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Non-linear Analysis of Reinforced Concrete Frames with ATENA 3-D Program Ioana Olteanu • Andrei Alistar • Mihai Budescu
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Early-Age Mechanical Properties of Mortars with Different Percentages of Eco-Cement Ionuţ-Ovidiu Toma • Daniel Covatariu • George Ţăranu • Mihai Budescu
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Vulnerability and Risk Evaluation for a Reinforced Concrete Frame Ioana Olteanu • Yeudy Felipe Vargas • Alex-Horia Barbat • Mihai Budescu • Lluis Gonzaga Pujades
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Influence of Soil Conditions on Building Vulnerability Cerasela-Panseluţa Olariu • Ioana Olteanu • Yeudy Felipe Vargas • Mihai Budescu
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Penalty Based Algorithms for Frictional Contact Problems Andrei-Ionuţ Ştefancu • Silviu-Cristian Melenciuc • Mihai Budescu
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Finite Element Analysis of Frictional Contacts Andrei-Ionuţ Ştefancu • Silviu-Cristian Melenciuc • Mihai Budescu
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Experimental Studies on the Behaviour of Steel Column Base Connections Silviu-Cristian Melenciuc • Andrei-Ionuţ Ştefancu • Mihai Budescu
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Design of Airport Rigid Runway Structures with Neural Networks Gabriela Covatariu • H. Zarojanu • I. Ciongradi • Mihai Budescu
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Optimization Methods of Energy Dissipative Columns Vasile-Mircea Venghiac • Mihai Budescu
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Time-History Analysis of Frictionally Damped Structures Andrei-Ionuţ Ştefancu • Mihai Budescu • Fideliu Păluleţ-Crăiniceanu
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Evaluation of Mechanical Performance of a New Glass Fiber Reinforced Mineral Matrix Composite George Ţăranu • Ionuţ-Ovidiu Toma • Raluca Pleşu • Mihai Budescu
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Seismic Behaviour of a Hybrid Structural System with Mineral Matrix Ionuţ-Dan Grădinariu • Mihai Budescu • Raluca Hohan • George Ţăranu
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Calibration of a Computation Model for a Reinforced Concrete Structure Against the Experimentally Determined Dynamic Characteristics Constantin Gavriloaia • Mihai Budescu • Nicolae Ţăranu • Raluca Hohan
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Compression Modulus of Elastomers Daniela Oanea Fediuc • Mihai Budescu • Vlad Fediuc • Vasile-Mircea Venghiac
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Modelling Methods for Unreinforced Masonry Structures Lucian Soveja • Mihai Budescu • Ionel Gosav
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Bioclimatic Architecture, a Sensible and Logical Approach towards the Future of Building Development Horia Ţundrea • Mihai Budescu
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The Behaviour under Compression of Elastomers Used in Base Isolation Bearings Daniela Oanea Fediuc • Mihai Budescu • Vasile-Mircea Venghiac
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Influence of Infill Material on the Overall Behavior of a Reinforced Concrete Frame Structure Ioana Olteanu • Vlăduţ Iftode • Mihai Budescu
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The Experimental Testing and Numerical Model Calibration of a Steel Structure Octavian V. Roşca • Radu Canarache • Mihai Budescu • Daniela Oanea
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The Behaviour of Elastomeric Bearings Under Load Combinations Daniela Fediuc Oanea • Mihai Budescu • Vasile-Mircea Venghiac
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Failure Mechanisms for Orthodox Churches in Romanian Seismic Areas Lucian Soveja • Mihai Budescu
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Structural and Damage Assessment of an Historical Masonry Church Lucian Soveja • Mihai Budescu
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Experimental Test of Elastomeric Bearings Used in Base Isolation Mihai Budescu • Daniela Oanea Fediuc • Vasile-Mircea Venghiac • Vlad Fediuc
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Finite Element Modelling of Elastomeric Bearings Daniela Oanea Fediuc • Mihai Budescu • Sergiu Băetu • Vlad Fediuc
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Behaviour of Steel Column Base Connections Under Cycling Loading Conditions Silviu Cristian Melenciuc • Mihai Budescu • Vlad Munteanu • Victoria Elena Roşca
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Shaking Table Tests of a Base Isolated Structure with Multi-Stage System Daniela Oanea Fediuc • Mihai Budescu • Vlad Fediuc
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Stress Analysis of Masonry Walls in Case of Limited Excavation for Foundation Underpinning Maria Solonaru • Irina Lungu • Mihai Budescu
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Checking the Homogeneity of Concrete Using Artificial Neural Network Alexandrina Elena Pandelea • Mihai Budescu • Gabriela Covatariu • Rareş George Ţăran
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Image Processing Using Artificial Neural Networks Alexandrina-Elena Pandelea • Mihai Budescu • Gabriela Covatariu
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Comparison of the Experimentally Obtained Dynamic Characteristics of a Bridge with Ambiental and Forced Vibrations Constantin Gavriloaia • Raluca Onofrei • Nicolae Ţăranu • Mihai Budescu
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Upon the Stresses Developed in the Superstructure Influenced by Limited Excavation and Concreting Works Underneath an Existing Foundation Maria Solonaru • Irina Lungu • Mihai Budescu
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Using Thermography and Artificial Neural Networks in Civil Engineering Alexandrina-Elena Pandelea • Mihai Budescu
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Dimensional Optimization for Segmented Underpinning Based on the Structural Response Maria Solonaru • Irina Lungu • Mihai Budescu
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Variation of Internal Forces Using Artificial Neuronal Network Alexandrina-Elena Pandelea • Mihai Budescu • Lucian Soveja
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Assessment of the Concrete Compressive Strength Using Non-Destructive Methods Costel Chingălată • Mihai Budescu • Radu Lupăşteanu • Vlad Lupăşteanu • Maria-Cristina Scutaru
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The Harmful Effects of Vibrations on Human Irina Ştefan (Oancea) • Mihai Budescu • Mihaela Movilă
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Accuracy in Predicting the Compressive Strength of Concrete Using SonReb Method Costel Chingălată • Mihai Budescu • Radu Lupăşteanu
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Vibration Propagation in Adjacent Areas of Railways Irina Ştefan (Oancea) • Mihai Budescu • Mihaela Movilă
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The Necessity of Performing Current Maintenance Work on Buildings Ioana Olteanu • Ionuţ-Daniel Dinu • Lucian Soveja • Mihai Budescu
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35 m Large Opening Roof Structural System Made of Hot Rolled and Cold Formed Steel Profiles George Ţăranu • Mihai Budescu
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A Holistic Approach to Structural Rehabilitation. A Study of the Metropolitan Cathedral Sections C1 & C2 in Iaşi, Romania Tudor-Cristian Petrescu • Mihai Budescu • Petru Mihai • Ionuţ-Ovidiu Toma
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Analysis of Beam-to Column Connections with Demountable Energy Dissipative Plates, Subjected to Cyclical Actions Mihail Staşcov • Alexandrina-Elena Pandelea • Vasile-Mircea Venghiac • Mihai Budescu
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Structural Response of a Steel Structure with Dissipative Elements Under Seismic Action. Experimental Set-Up Mihai Staşcov • Petru Mihai • Vasile-Mircea Venghiac • Mihai Budescu • Nicolae Ţăranu • Maria–Cristina Scutaru
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Beam-to-Column Connections in Steel Structures Placed in Sesimic Areas, Characteristic for Structures with Tubular Columns Mihail Staşcov • Vasile Mircea Venghiac • Mihai Budescu
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Beam-to-Column Connections in Steel Structures Placed in Sesimic Areas, Characteristic for Structures with Tubular Columns Mihail Staşcov • Vasile Mircea Venghiac • Mihai Budescu
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