Results 111 to 120 of about 70,888 (199)
In the aftermath of a large earthquake, several practical constraints affect the systematic collection of data for assessing building damage. The available data are therefore typically incomplete, frequently missing key information such as the type of construction, age and geographic location.
Max Anderson Loake, Kishor S. Jaiswal
wiley +1 more source
Enhanced Roofs for Passive Building Design: A Systematic Review of Thermal and Energy Performance
This systematic review evaluates PCM‐ and NePCM‐integrated roofing systems for passive cooling. PCM roofs reduce heat flux and indoor temperature fluctuations, while NePCMs improve thermal conductivity with latent heat trade‐offs. Hybrid cooling strategies enhance performance, and future challenges in scalability, durability, and practical ...
Peerzada Jaffar Abass, Mohammed Ibrahim
wiley +1 more source
Experimental testing and numerical modelling of infill masonry walls subjected to in-plane damage
This work presents experimental test results obtained on clay unit masonry infill walls for framed structures. Tests were carried out on one-bay, real scale reinforced concrete frames, by imposing in-plane cyclic displacements at the frame top beam until
GUIDI, GIOVANNI +2 more
core
To study the dynamic response of multi-span mortise and tenon stone bridges under natural excitation, a bluestone multi-span stone bridge with a main span of 2.56 m in southern China was taken as the research object.
Jiaxing Hu +3 more
doaj +1 more source
A Critical Analysis of Optimization Algorithms for Cultural Heritage Conservation and Management
Methodological framework and decision‐support roadmap for optimization algorithms in cultural heritage conservation and management. ABSTRACT Heritage buildings symbolize cultural identity, architectural character, and historical epitome of communities.
Eslam Mohammed Abdelkader +6 more
wiley +1 more source
Fragility analysis of masonry structural units by Response Surface method
Structural masonry aggregates include a set of inhomogeneous structural units that can interact under seismic action; therefore the seismic analysis cannot ignore the inevitable interactions resulting from structural contiguity between adjacent ...
Nicola Buratti +2 more
core +1 more source
ABSTRACT While cross‐laminated timber (CLT) is increasingly utilized in lateral force‐resisting systems in mass timber construction, research has predominantly focused on platform‐type construction. Balloon‐type CLT shear wall systems offer distinct structural advantages, notably the elimination of cumulative perpendicular‐to‐grain compression and a ...
Samira Mohammadyzadeh +3 more
wiley +1 more source
ABSTRACT The seismic capacity of structural systems/members is usually defined in terms of deformation thresholds. Although this is effective in many circumstances, disregarding cumulative quantities such as hysteretic energy may be ineffective when low‐cycle fatigue is relevant (e.g., long‐duration ground motions, very soft soils, ground‐motion ...
Roberto Gentile +11 more
wiley +1 more source
From point clouds to geometry for detailed micro-modelling of masonry structures
Over the last few decades significant efforts have been placed on the development of detailed numerical models to predict the mechanical behavior of historical masonry structures. However, an issue faced in the numerical modelling of historic and damaged
Kassotakis N. +5 more
core +1 more source
The article presents the analysis of the cracking moment and the strength of beams reinforced with external carbon fibre. Experimental research of beams strengthened in this way has been carried out.
Juozas Valivonis, Tomas Skuturna
doaj

