Results 91 to 100 of about 848,386 (226)

Seismic Performance and Vibration‐Based Damage Identification of Two‐Storey Balloon‐Framed CLT Shear Walls

open access: yesEarthquake Engineering &Structural Dynamics, Volume 55, Issue 12, Page 3052-3073, 10 October 2026.
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

Energy‐Based Characterisation of Earthquake Damage in Masonry Infills Through Combined In‐Plane and Out‐of‐Plane Experimental Tests

open access: yesEarthquake Engineering &Structural Dynamics, Volume 55, Issue 13, Page 3302-3318, 25 October 2026.
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

Shear Capacity of Masonry Walls Externally Strengthened via Reinforced Khorasan Jacketing

open access: yesBuildings
This study investigates the in-plane shear behavior of solid brick masonry walls, both unreinforced and retrofitted using Reinforced Khorasan Jacketing (RHJ), a traditional pozzolanic mortar technique rooted in Iranian and Ottoman architecture.
Cagri Mollamahmutoglu   +2 more
doaj   +1 more source

High‐strength composites by thiocracking of high‐polypropylene‐content mixed waste

open access: yesPolymer International, Volume 75, Issue 10, Page 1004-1010, October 2026.
Mixed plastic waste made up of polystyrene and polypropylene was reacted with elemental sulfur to give high‐strength composites. Abstract Mixed‐material municipal waste poses a persistent end‐of‐life management challenge because the heterogeneous composition limits efficient separation and recycling. After disposal, mixed‐material waste often fragments
Athira Babu, Rhett C. Smith
wiley   +1 more source

A Novel and Sustainable Application of Basalt Fibers for Strengthening Unreinforced Masonry Walls

open access: yesJournal of Natural Fibers, 2017
This paper presents the first results of a study aimed at improving the seismic behavior of unreinforced masonry walls by a novel and sustainable application of basalt fibers.
E. Quagliarini   +3 more
doaj   +1 more source

Out-of-plane behaviour of masonry walls strengthened with a GFRP reinforced mortar coating

open access: yes, 2014
A strengthening technique for masonry walls based on the application of a mortar coating reinforced with GFRP meshes was considered in the study, so to evidence its effectiveness for out-of-plane actions.
GATTESCO, Natalino, BOEM, INGRID
core  

Evidence for heat losses via party wall cavities in masonry construction [PDF]

open access: yes, 2007
This paper presents empirical evidence and analysis that supports the existence of a significant heat loss mechanism resulting from air movement through cavities in party walls in masonry construction.
Wingfield, J   +3 more
core  

Response of partially grouted wider reinforced masonry walls to inplane cyclic shear [PDF]

open access: yes, 2011
Partially grouted wider reinforced masonry wall, built predominantly using face shell bedded hollow concrete blocks, is an economical structural system and is popularly used in the cyclonic areas; its out-of-plane response to lateral loading is well ...
Thangarajah, Janaraj   +2 more
core  

Shear Strengthening of Stone Masonry Walls Using Textile-Reinforced Sarooj Mortar

open access: yesBuildings
Most historical buildings and structures in Oman were built using unreinforced stone masonry. These structures have deteriorated due to the aging of materials, environmental degradation, and lack of maintenance.
Yasser Al-Saidi   +3 more
doaj   +1 more source

Performance of Masonry walls Under In-Plane Seismic Loading

open access: yes
This paper presents the results of in-plane dynamic tests of masonry walls. Five half-scale walls were built, using half-scale hollow clay brick units. Two mo- ment/shear ratios (1.4 (slender) and 0.7 (squat)) and two mortar types (M2.5 and M9) have been
Badoux, Marc   +2 more
core   +1 more source

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