Results 31 to 40 of about 18,929 (240)
Probability based design of punching shear resistance of column to slab connections
The paper analyzes the dependence of punching shear strength reliability index β, calculated according to EN 1992-1-1:2004 (2004) and STR 2.05.05:2005 (2005) in reinforced concrete floor slab-to-column joint on the values of random factors.
Povilas Vainiūnas +2 more
doaj +1 more source
The paper is related to a research project focused on tools for an evaluation and preservation of the historical value and function of arch and vaulted road bridges.
Roman Šafář +3 more
doaj +1 more source
The article presents a comparison of results of experimental and analytical calculations of the strength of the central and eccentrically compressed concrete elements working in the conditions of dynamic loads under fire exposure.
Tamrazyan Ashot, Avetisyan Levon
doaj +1 more source
RC Beams strengthened with HPFRCC: Experimental and numerical results
The study analyses the behaviour of reinforced concrete beams strengthened with high-performance fibre-reinforced cementitious composite (HPFRCC). Six beams were divided into two equal groups and strengthened.
Mykolas Daugevičius +3 more
doaj +1 more source
Performed analyses of investigations have shown that properties of masonry from hollow blocks depend on many factors, and on material type and shape of the blocks including.
Bronius Jonaitis +3 more
doaj +1 more source
Nonlinear analysis of earthquake fault rupture interaction with historic masonry buildings [PDF]
The response of historic masonry buildings to tectonic ground displacements is studied through analysis of a simple yet representative soil-foundation-masonry wall system.
Gazetas, George +2 more
core +1 more source
The layered structures are the most efficient building structure elements that distinguish as lightweight and serves for both structural and thermal insulation purposes.
Linas JukneviÄius +2 more
doaj +1 more source
Masonry Columns Confined by Steel Fiber Composite Wraps
The application of steel fiber reinforced polymer (SRP) as a means of increasing the capacity of masonry columns is investigated in this study. The behavior of 23 solid-brick specimens that are externally wrapped by SRP sheets in low volumetric ratios is
Antonio Borri +5 more
core +1 more source
Modeling Approaches for Masonry Structures [PDF]
Different scale approaches, micromechanical, multiscale and macromechanical or phenomenological, are presented to study the structural response of masonry elements. First, a micromechanical model is introduced and the masonry is considered to be a heterogeneous material, made of mortar and bricks joined by interfaces, where the mortarbrick decohesion ...
D. Addessi, S. Marfia, E. Sacco, J. Toti
openaire +3 more sources
ABSTRACT High‐resolution and accurate synoptic images of terrestrial topography, even in densely forested areas, have proven valuable for archaeology by enabling the identification and characterization of relief patterns associated with ancient human activities. This study presents a novel approach that integrates digital terrain models (DTMs) obtained
Jhon A. Zabaleta‐Santisteban +13 more
wiley +1 more source

