Results 61 to 70 of about 10,175 (210)
Masonry infill performance during the Northridge earthquake [PDF]
, 1996 The response of masonry infills during the 1994 Northridge, California earthquake is described in terms of three categories: (1) lowrise and midrise structures experiencing large near field seismic excitations, (2) lowrise and midrise structures experiencing moderate far field excitation, and (3) highrise structures experiencing moderate far field ...
Flanagan, R.D. +3 more
openaire +2 more sources
Database and Geometrical Characterization of 3D Stone Masonry Wall Microstructures
Earthquake Spectra, Volume 42, Issue 1, February 2026.This paper presents the first database of 3D microstructures of stone masonry walls, where masonry microstructure is defined as the shape, size, and layout of the stone units within the wall. The database includes 36 walls representing various masonry typologies as defined by the Italian code, with different leaf configurations (one‐, two‐, and three ...
Mati Ullah Shah +5 more
wiley +1 more source
Seismic analyses of a R/C building: study of a retrofitting solution [PDF]
, 2000 The preliminary experimental results from the tests on a 4-storey R/C frame structure are presented and discussed. The full-scale model is representative of the common practice of 40~50 years ago in most south European countries.
Carvalho, E. C. +3 more
core +1 more source
Experimental Evaluation of Prototype Seismic Retrofits for Precast Concrete Hollow‐Core Floors
Earthquake Spectra, Volume 42, Issue 1, February 2026.Existing hollow‐core floors are vulnerable to nonductile failure and potential collapse under earthquake loading. This study presents the development and experimental evaluation of novel comprehensive seismic retrofits for hollow‐core floors. These retrofits include a strongback‐type retrofit that provides an alternative gravity load path through steel
Frank Büker +4 more
wiley +1 more source
Revista IBRACON de Estruturas e Materiais, 2021 In the last decades, several studies have been developed regarding structures composed by frames infilled with masonry walls, proving the increase of lateral stiffness by the infill.
Alba Bruna Cintra De Grandi +5 more
doaj +1 more source
Dynamic nonlinear analyses for the 4-storey infilled R/C frame: study of a retrofitting solution [PDF]
, 1999 A research project on assessment and retrofitting of R/C frame structures is currently being developed under the research programme of the ICONS TMR-research network.
Carvalho, E. C. +3 more
core +1 more source
Geometric Limits for the Seismic Design of Unreinforced Masonry Fence Walls
Earthquake Engineering &Structural Dynamics, Volume 55, Issue 1, Page 130-149, January 2026.ABSTRACT Current seismic design standards require masonry free‐standing walls to comply with regulations for masonry structural walls. Applying these current seismic design standards to fence walls (free‐standing walls) may be inappropriate due to the different restraint conditions between fence walls and structural walls.
Youngjun Choi +3 more
wiley +1 more source
SEISMIC RESPONSES OF RC FRAME WITH DIFFERENT ARRANGEMENT OF MASONRY INFILL WALL
Teknologi dan Kejuruan, 2015 This study presents the suitability of using macro model (strut model) for analyzing the seismic responses of single-story single-span reinforced concrete frames having different arrangement of masonry infill wall with openings by comparing its results
Ananda Insan Firdausy +2 more
doaj +1 more source
THE EFFECT OF MODELING METHODS OF MASONRY INFILL ON SEISMIC PERFORMANCE OF RC MOMENT RESISTING FRAMES [PDF]
مجله مدل سازی در مهندسی, 2010 In this researches the effect of masonry infill in concrete frames behavior have been proceed by two methods: three strut and diagonal one strut, that three strut method is known as one of last presented Technique for infill masonry modeling so diagonal ...
محمد مهدی Salehi YaneSari +2 more
doaj +1 more source
Characterisation of recycled ceramic mortars for use in prefabricated beam-filling pieces in structural floors [PDF]
, 2019 This study analyses a procedure to manufacture mortars with different percentages of ceramic waste as partial replacement for aggregates. The study also examines the physical, chemical and mechanical properties of the new mortars, analysing substitution ...
Morales Conde, María Jesús +3 more
core +3 more sources