CFD Analysis of Dual‐Layer PCM Roofs for Thermal Mitigation in Residential Buildings
ABSTRACT This study presents a computational fluid dynamics analysis of dual‐layer phase change material (PCM) roofs for passive cooling in residential buildings under the hot and humid climate of Bangladesh. A three‐dimensional transient model was developed in ANSYS Fluent using the enthalpy–porosity approach to simulate coupled heat conduction ...
Mohammad Junaid +6 more
wiley +1 more source
Sustainability considerations in remediation, retrofit, and seismic upgrading of historic masonry structures. [PDF]
Corradi M, Mustafaraj E, Speranzini E.
europepmc +1 more source
Thermal analysis of 99.4% pure aluminium granules during investment casting by in-situ melting technique [PDF]
Investment casting is a precision casting used for producing complex or near-net shape products such as industrial parts, aerospace, automotive and defence components (Adrian, Andreas, Carol, & Vasile, 2013; Vaezi, Safaeian, & Chua, 2011; Yadav ...
core
Generalised Kinematic Single‐Impact and Multi‐Impact Models for Rocking Structures
ABSTRACT The rocking motion is fundamental in earthquake engineering, as it reflects the dynamic behaviour of many structural systems. However, simulating the impacts during rocking motion remains a challenging topic, as they occur in a very short time, generate high impulsive forces, cause sudden changes in velocities and result in rapid energy losses.
Georgios Vlachakis +3 more
wiley +1 more source
Design of bond strength testing method of concrete layers for creating a material model
The need to determine the bond strength of concrete layers in structural modeling is quite frequent and often encounters a lack of relevant experimental data due to the large number of variables which affect the bond strength.
Marek Kříž +3 more
doaj +1 more source
Tensile Behaviour of FRCM Composites for Strengthening of Masonry Structures-An Experimental Investigation. [PDF]
Hojdys Ł, Krajewski P.
europepmc +1 more source
The use of continuum models for analyzing adobe structures [PDF]
As it is known, the adobe structures have a high seismic vulnerability principally due to the low material strength and sometimes due to the inadequate structural configuration.
Blondet, M. +4 more
core +1 more source
ABSTRACT Damage to non‐structural elements significantly impacts the seismic performance of buildings in terms of economic and functionality losses. Consequently, performance‐based seismic design of non‐structural elements has become a key pillar of a comprehensive building‐seismic resilience strategy, for instance, through loss‐targeted earthquake ...
Roberto J. Merino +2 more
wiley +1 more source
Multi-layer modelling of masonry structures strengthened through textile-reinforced mortar. [PDF]
Boem I.
europepmc +1 more source
The U.S. Geological Survey recently updated the National Seismic Hazard Model (NSHM) for Puerto Rico and the U.S. Virgin Islands (PRVI). The first version of the PRVI NSHM was released in 2003, and therefore this 2025 update includes over 20 years of new geologic, geophysical, and engineering data, methods, and models.
Allison M. Shumway +21 more
wiley +1 more source

