Yannick Sieffert
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View article: Extending a Macro-Element Approach for the Modeling of 3D Masonry Structures Under Transient Dynamic Loading
Extending a Macro-Element Approach for the Modeling of 3D Masonry Structures Under Transient Dynamic Loading Open
Masonry structures, particularly those used in developing countries and in historic buildings, typically consist of unreinforced masonry (URM) walls connected by timber or reinforced concrete elements. This study proposes enhancements to t…
View article: A New Macro-Element for Predicting the Behavior of Masonry Structures under In-Plane Cyclic Loading
A New Macro-Element for Predicting the Behavior of Masonry Structures under In-Plane Cyclic Loading Open
A new macro model for the finite element modeling of unreinforced masonry (URM) exhibiting in-plane nonlinear cyclic behavior is proposed. The ultimate objective is to predict the seismic response of multi-story URM buildings. The macro mo…
View article: Optimization of the Use Time of a Shake Table with Specimen Preparation outside the Table Surface
Optimization of the Use Time of a Shake Table with Specimen Preparation outside the Table Surface Open
The shake table test is one of the preferred techniques used to understand the dynamic response of a structure. However, due to the limited number of facilities available to perform such tests and their expensiveness, researchers often mus…
View article: Effects of horizontal seismic band on seismic response in masonry structure: Application of DIC technique
Effects of horizontal seismic band on seismic response in masonry structure: Application of DIC technique Open
International audience
View article: Understanding Traditional Anti-Seismic Strategies Beyond Their Disappearance and Distortions: Yazd Qajar Architecture Case Study
Understanding Traditional Anti-Seismic Strategies Beyond Their Disappearance and Distortions: Yazd Qajar Architecture Case Study Open
International audience
View article: Behavior of Reinforced Concrete Beams using Wire Rope as Internal Shear Reinforcement
Behavior of Reinforced Concrete Beams using Wire Rope as Internal Shear Reinforcement Open
Wire ropes as internal shear reinforcementscould are an economic alternative to conventional stirrups in rectangular concrete beams, mainly due to their attractive advantages such as high flexibility, light weight, and strength. The aim of…
View article: Behavior of Reinforced Concrete Beams using Wire Rope as Internal Shear Reinforcement
Behavior of Reinforced Concrete Beams using Wire Rope as Internal Shear Reinforcement Open
Wire ropes as internal shear reinforcements could are an economic alternative to conventional stirrups in rectangular concrete beams, mainly due to their attractive advantages such as high flexibility, light weight, and strength. The aim o…
View article: Promoting vernacular architecture, a basis for Building Back Safer? A Case study from Nepal
Promoting vernacular architecture, a basis for Building Back Safer? A Case study from Nepal Open
International audience
View article: TIMBER SEISMIC BANDS: CORRELATING THEIR CHARACTERISTICS WITH LOCAL SEISMIC ACTIVITIES AND UNDERSTANDING THEIR EFFECTS UNDER SEISMIC LOADS
TIMBER SEISMIC BANDS: CORRELATING THEIR CHARACTERISTICS WITH LOCAL SEISMIC ACTIVITIES AND UNDERSTANDING THEIR EFFECTS UNDER SEISMIC LOADS Open
International audience
View article: Numerical analysis on seismic resistance of a two-story timber-framed structure with stone and earth infill
Numerical analysis on seismic resistance of a two-story timber-framed structure with stone and earth infill Open
International audience
View article: Experimental Analysis of a Shake Table Test of Timber-Framed Structures with Stone and Earth Infill
Experimental Analysis of a Shake Table Test of Timber-Framed Structures with Stone and Earth Infill Open
The seismic performance of timber-framed structures filled with stones and earth mortar has been analyzed by introducing the structural subscales (cell, wall, house) at which monotonic and cyclic loadings were considered. This article aims…
View article: ENHANCEMENT OF MULTIFIBER BEAM ELEMENTS IN THE CASE OF REINFORCED CONCRETE STRUCTURES FOR TAKING INTO ACCOUNT THE LATERAL CONFINEMENT OF CONCRETE DUE TO STIRRUP
ENHANCEMENT OF MULTIFIBER BEAM ELEMENTS IN THE CASE OF REINFORCED CONCRETE STRUCTURES FOR TAKING INTO ACCOUNT THE LATERAL CONFINEMENT OF CONCRETE DUE TO STIRRUP Open
Pour déterminer la vulnérabilité sismique des structures existantes en béton armé, des méthodes de calcul numérique à l’échelle structurelle efficaces et suffisamment précises sont nécessaires. Dans le cas d’éléments poutres, les recherche…
View article: How the scientific collaboration of engineers and architects on local building cultures can make a vital breakthrough: 10 years of works in Grenoble to support people affected by disasters and make communities resilient
How the scientific collaboration of engineers and architects on local building cultures can make a vital breakthrough: 10 years of works in Grenoble to support people affected by disasters and make communities resilient Open
International audience
View article: MECHANICAL BEHAVIOUR OF AN AUSTRALIAN MUDSTONE SUBJECTED TO HEATING TREATMENT AT HIGH-TEMPERATURES
MECHANICAL BEHAVIOUR OF AN AUSTRALIAN MUDSTONE SUBJECTED TO HEATING TREATMENT AT HIGH-TEMPERATURES Open
International audience