Relevant bibliographies by topics / Masonry Residential Building

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers
  5. Reports

Academic literature on the topic 'Masonry Residential Building'

Author: Grafiati
Published: 4 June 2021
Last updated: 10 February 2022

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Journal articles on the topic "Masonry Residential Building"

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Zhou, Qiang, and Bai Tao Sun. "Seismic Analysis of a Masonry Residential Building in Wenchuan Earthquake." Applied Mechanics and Materials 405-408 (September 2013): 1961–64. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.1961.

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The Wenchuan earthquake occurred on May 12, 2008 (Beijing Time) caused great casualty and economic losses, a large number of masonry buildings were damaged in various degrees in this earthquake. The masonry residential buildings are widely used in China, and the study on them is significant. Although the masonry residential building discussed in this paper which was located in the highly intensity region was damaged severely, it hasnt collapsed and has very typical earthquake damage. The story comprehensive seismic capacity indexes are developed to anti-collapse capacity index which are used to calculate anti-collapse capacity of the building, and the results are also used for comparative analysis with the results calculated by means of structure vulnerability analysis. The earthquake resistant capacity of masonry residential buildings are discussed and analyzed. Finally, some reasonable suggestions on the seismic strengthening and reconstruction of this kind of building after disaster have been given.
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Guo, Hong, Min Fang Su, and Xiao Jun Jin. "Study on Energy-Saving Renovation of Existing Heating Masonry-Concrete Residential Buildings." Advanced Materials Research 280 (July 2011): 147–51. http://dx.doi.org/10.4028/www.scientific.net/amr.280.147.

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Based on the current energy consumption situation of existing masonry-concrete residential buildings in China, it discussed the main energy-saving renovation policies and technologies. Taking existing masonry-concrete residential building of Taiyuan city as a case, it analyzed its heat loss situations, energy-saving renovation design and reconstruction technologies of building envelope. It discussed energy-saving renovation effects. Energy efficiency and indoor thermal environment improved significantly after energy-saving renovation. The building life is extended.
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Mohafezatkar Sereshkeh, Abolfazl, and Reza Jamshidi Chenari. "Induced Settlement Reduction of Adjacent Masonry Building in Residential Constructions." Civil Engineering Journal 3, no. 7 (July 30, 2017): 450–62. http://dx.doi.org/10.28991/cej-2017-00000104.

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Many buildings and heritages are yearly damaged due to new construction plans in vicinity of them. Current engineering practice in Iran lacks unfortunately regulations to enforce the designers of new buildings to re-evaluate the structural integrity of adjacent old buildings which are prone to unacceptable induced settlement and distortions. To damage assessment of old building, deflection ratio was used for unreinforced load-bearing wall (masonry) building. In this paper some practical methods like story limits for the new buildings according to the specification of old structure, improvement of shallow foundations and increasing the embedment depth of new foundations have been studied in order to decrease the settlement and undesirable effects of adjacent constructions. Parametric studies using numerical analysis, Flac3D, have paved the way how above mentioned methods can remedy the problem. So induced consolidation settlements due to new construction in adjacent building were studied. In conclusion, increase of admissible story of new building up to one floor by increase of embedment depth as much as one meter and three floors by using of mat foundation instead of single footing were highlighted these methods.
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Sandoli, A., G. P. Lignola, B. Calderoni, and A. Prota. "Fragility curves for Italian URM buildings based on a hybrid method." Bulletin of Earthquake Engineering 19, no. 12 (June 18, 2021): 4979–5013. http://dx.doi.org/10.1007/s10518-021-01155-4.

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AbstractA hybrid seismic fragility model for territorial-scale seismic vulnerability assessment of masonry buildings is developed and presented in this paper. The method combines expert-judgment and mechanical approaches to derive typological fragility curves for Italian residential masonry building stock. The first classifies Italian masonry buildings in five different typological classes as function of age of construction, structural typology, and seismic behaviour and damaging of buildings observed following the most severe earthquakes occurred in Italy. The second, based on numerical analyses results conducted on building prototypes, provides all the parameters necessary for developing fragility functions. Peak-Ground Acceleration (PGA) at Ultimate Limit State attainable by each building’s class has been chosen as an Intensity Measure to represent fragility curves: three types of curve have been developed, each referred to mean, maximum and minimum value of PGAs defined for each building class. To represent the expected damage scenario for increasing earthquake intensities, a correlation between PGAs and Mercalli-Cancani-Sieber macroseismic intensity scale has been used and the corresponding fragility curves developed. Results show that the proposed building’s classes are representative of the Italian masonry building stock and that fragility curves are effective for predicting both seismic vulnerability and expected damage scenarios for seismic-prone areas. Finally, the fragility curves have been compared with empirical curves obtained through a macroseismic approach on Italian masonry buildings available in literature, underlining the differences between the methods.
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Korentz, Jacek, and Beata Nowogońska. "Assessment of the life cycle of masonry walls in residential buildings." MATEC Web of Conferences 174 (2018): 01025. http://dx.doi.org/10.1051/matecconf/201817401025.

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Environmental assessment over the course of the full life cycle of a building (LCA - Life Cycle Assessment) covers the environmental burden connected with energy consumption and the accompanying emission of contaminants into the atmosphere from the moment of obtaining a raw material and all stages of its processing and treatment, through the service life of a building, up to the moment that the use value of the building expires and the storage of waste. Literature on the subject is already very rich in this scope. There are numerous works pertaining to the guidelines for calculating all costs of the life cycle of buildings, i.e. environmental, economic and social costs. In these works, however, not much is said about the means of determining the life cycle of building structures. This is very important, especially in the case of the analysing the cycle of the further existence of buildings no longer in use, as well as newly designed ones. The article presents a method of predicting the performance characteristics of a building over the course of its use. The application of this method has been illustrated by the prediction of the performance characteristics of masonry walls, verified by studies carried out on existing buildings. The method - the purpose of research, can be applied to determine the life cycle (LC) of buildings for which LCCA (Life Cycle Cost Analysis) is carried out. A significant problem pertaining to every object in use is ensuring adequate reliability. The process of modeling reliability should have a mathematical basis enabling the problem to be described in detail. The ultimate aim is applying this description when solving problems connected with planning renovation work.
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Koka, Petraq, Nikolla Vesho, and Fabion Shehu. "Analysis of 5 Floors Brick Masonry Building Type 77/5." European Journal of Engineering and Technology Research 6, no. 5 (July 22, 2021): 57–62. http://dx.doi.org/10.24018/ejers.2021.6.5.2517.

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The study below presents the main results of numerical analyzes, performed to assess the seismic response of an existing building, with brick masonry, type 77/5. This building is part of the group of 4-5 residential buildings, built in the years 1975-1990, considered as a “TYPE”, each of which was used many times for identical buildings. This project is the result of a collective work of the Design Institute, approved by the Ministry of Construction of that time, and of course, manifests the time limitations and shortcomings. While these 5-story buildings cover a significant percentage of residential buildings, the fundamental question is: “Are these buildings safe under seismic action, while so many families are accommodated on them?” This question stems from the following limitation: - The 77/5 plan derives from regular forms, based on the recommendations of Eurocode 8 [4.2.3.2], p.48, and KTP.N.2-89 (Technical Design Conditions), published by the Academy of Sciences of Albania. - The technical literature provides recommendations and restrictions for masonry buildings with a height of not more than 3 floors. When they exceed this height, they are not included in these recommendations.
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Nowogońska, Beata. "Prognosis of the technical condition of masonry walls in residential buildings." Budownictwo i Architektura 13, no. 3 (September 11, 2014): 027–32. http://dx.doi.org/10.35784/bud-arch.1760.

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The basis for diagnosis of technical buildings includes information collected by the measurement system and generated by suitable computational procedures. In the case of residential buildings, the parameter describing the symptoms of efficiency / inefficiency of components of a building is defined as the degree of wear, determined during periodic inspections. The degrees of wear of components of a building performed in the same technology. i.e. similar structure-strength systems, and with similar materials are the key figures in the prediction of the reliability of a building.The article presents the methodology of predicting operational reliability of masonry walls. The predictions of the degree of wear for walls, described with the Rayleigh distribution function, have been verified with the assessment of the technical condition of buildings in Zielona Góra.
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Bilgin, H., and O. Korini. "Seismic capacity evaluation of unreinforced masonry residential buildings in Albania." Natural Hazards and Earth System Sciences 12, no. 12 (December 19, 2012): 3753–64. http://dx.doi.org/10.5194/nhess-12-3753-2012.

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Abstract. This study evaluates seismic capacity of the unreinforced masonry buildings with the selected template designs constructed per pre-modern code in Albania considering nonlinear behaviour of masonry. Three residential buildings with template designs were selected to represent an important percentage of residential buildings in medium-size cities located in seismic regions of Albania. Selection of template designed buildings and material properties were based on archive and site survey in several cities of Albania. Capacity curves of investigated buildings were determined by pushover analyses conducted in two principal directions. The seismic performances of these buildings have been determined for various earthquake levels. Seismic capacity evaluation was carried out in accordance with FEMA (Federal Emergency Management Agency) 440 guidelines. Reasons for building damages in past earthquakes are examined using the results of capacity assessment of investigated buildings. It is concluded that of the residential buildings with the template design, with the exception of one, are far from satisfying required performance criteria. Furthermore, deficiencies and possible solutions to improve the capacity of investigated buildings are discussed.
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Paudel, Kshitiz. "Seismic Vulnerability Assessment of Typical Stone Masonry Building." Journal of Innovations in Engineering Education 3, no. 1 (March 31, 2020): 92–106. http://dx.doi.org/10.3126/jiee.v3i1.34330.

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Masonry, the most commonly used building typology is the building of structures from individual units, which are often laid in and bound together by mortar. Masonry structures are the most vulnerable with external forces. Nepal is disaster prone zone and get frequently attack by various hazard such as earthquake, wind storms, flash-floods, fire, landslides, heavy rain fall, lightening and many more. So, in order to maintain resistive structures, seismic vulnerability of structure should be examined. Nepal Population and housing Census 2011, total 3350143 (2,397,441 –Mud bonded bricks/stone and 952,702- Cement Bonded bricks/ stone) houses out of 5423297 (61.77%) are found to be have masonry foundations. So, to link the context of Resistance structures in Nepal’s context first of all, the predominating stone masonry spread widely over Nepal must be checked for their seismic vulnerability. So, a typical residential stone masonry building is taken for this study. Seismic Vulnerability of the Building is examined in accordance with guidance provided by Government of Nepal- Ministry of Physical Planning and Works, 2011 in their guideline which describe the procedure for qualitative and quantitative assessment of structural earthquake vulnerability of public and private buildings in Nepal. Furthermore, Building is modelled and analyzed by using ETABS software. The outcome obtained from ETABS software are used to find the condition of building and to propose method for its strengthening.
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Ali, Qaisar, Akhtar Naeem Khan, Mohammad Ashraf, Awais Ahmed, Bashir Alam, Naveed Ahmad, Mohammad Javed, Shahzad Rahman, Mohammad Fahim, and Mohammad Umar. "Seismic Performance of Stone Masonry Buildings Used in the Himalayan Belt." Earthquake Spectra 29, no. 4 (November 2013): 1159–81. http://dx.doi.org/10.1193/091711eqs228m.

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Rubble-stone masonry structures are found abundantly in the Asian countries along the Himalayan range. Such structures are usually constructed in dry-stone masonry or are constructed in mud mortar, which makes them susceptible to damage and collapse in earthquakes. In order to study the seismic behavior of these structures, dynamic shake table tests on three reduced-scale rubble-stone masonry models were conducted. The models comprised a representative school building, a residential building, and a model incorporating simple cost-effective features in the form of horizontal and vertical reinforced concrete elements. This paper presents the results of shake table tests carried out on rubble-stone masonry buildings including: damage pattern, capacity curves, damage limit states, and response modification factors of these structures. Test data indicates that seismic performance of rubble-stone masonry structures can be significantly improved by incorporating cost-effective features such as vertical members and relatively thin horizontal bands.
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Dissertations / Theses on the topic "Masonry Residential Building"

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Er, Akan Asli. "A Comparative Study On Earthquake Resistance Of Reinforced Concrete And Masonry Residential Buildings In Small-scale Cities Of Turkey." Phd thesis, METU, 2008. http://etd.lib.metu.edu.tr/upload/12609528/index.pdf.

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Today the vast majority of urban population in Turkey is living in multi-story apartment blocks constructed of reinforced concrete due to the fact that in the late 19th century concrete and steel took the place of traditional materials such as masonry. However, it cannot be denied that masonry is still a crucial material for load bearing walls, internal walls and cladding of buildings. In addition to this masonry construction system has many advantages. From the architectural point of view, it provides flexibility in plan, spatial composition, wide variety of colours and textures and an impressive appearance for external walls. From the construction point of view, masonry system eliminates the cost of the frame because the structure is also the enclosing wall. In spite of these advantages, until recently, masonry was not considered to be a convenient material for building construction in seismic zones of Turkey. Thus, in 1950&rsquo
s for the residential building reinforced concrete started to be used as a construction material in every region of Turkey. This building material first became popular and was widely used but after a short while it was also used in smaller cities. Before the construction of reinforced concrete residential buildings each of these small-scale cities had their own local characteristics but after a rapid urbanization period all of these cities became similar to each other. Therefore, in this study firstly residential building typologies in some small-scale cities (Bolu, Dü
zce, Ç
ankiri, Ç
orum, Kastamonu, Kirikkale) are investigated and for these cities 4-storey masonry residential buildings is proposed instead of multi-story reinforced concrete apartment blocks. Here, it is aimed to enliven the use of masonry again in these regions. To achieve this aim it is necessary to verify the fact that it is possible to construct a four-story residential building with masonry bearing walls instead of reinforced concrete beam and column skeleton system keeping the existing plan scheme in other words without changing its architectural characteristics. In order to do this, 3D models are created to compare the behaviours of the masonry building and reinforced concrete building. The behavioural investigation of the two models is performed in the finite element platform with the help of SAP 2000. Finally it is certified that this proposal is successfully efficient.
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Nečas, Daniel. "Nosná konstrukce bytového domu Palackého třída 24, Brno." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225911.

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Master’s thesis is based on analysis and design of a load bearing structure of an apartment block. This structure is supported with a strip footing made of reinforced concrete. The above-ground part of designed structure consists of brick masonry. Floors are constructed of carrying plates. These plates are made of reinforced concrete and precast boards (prestressed concrete). Individual levels are connected with monolithic concrete staircases. The thesis also deals with relevant drawing documentations for chosen parts of construction.
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Vykopal, Jan. "Bytový dům v Prostějově." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410112.

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This thesis summarizes a project of new residential building in Prostejov. The goal of the thesis was to create documentation for the project´s design and implementation. The building consists of four floors above the ground, two underground floors and a flat roof. The building is rectangular shaped with a rebound of 4th floor above the ground. The structural system of the building is monolitic reinforced concrete system, with combined system in 4th floor. The thesis includes the preparatory and study reports, architectural and construction solutions, fire-safety of building and equipment solutions.
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Sedlářová, Martina. "Realizace bytového domu v Uherském Hradišti." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371950.

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The subject of this master’s thesis is elaboration of selected parts of the building tech-nology project of residential building Stepnice in Uherske Hradiste. Part of the project is technical report, estate road layout, studies of major technological stages, project of site equipment, design of major machines and mechanisms, technological regulations and control and test plans for prefabricated ceiling and masonry system. Attachment of this master´s thesis is drawings of site equipment, selected construction details, working safety, instructions for using the building, budget by items and a time plan. The aim of the project is to design appropriate and economically effective procedure for realization of the building.
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Salvati, Angela Cecília. "AVALIAÇÃO PÓS-OCUPAÇÃO DE EDIFÍCIOS RESIDENCIAIS EM ALVENARIA ESTRUTURAL." Universidade Federal de Santa Maria, 2011. http://repositorio.ufsm.br/handle/1/7772.

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This work is about the evaluation of the environment built, with the goal of verifying the performance of the buildings in use and the real necessities of the occupants of the masonry buildings structure in the city of Santa Maria- RS. Along this research the post-occupation evaluation is presented. This is divided into, behavioral and technical evaluation, understanding the satisfaction of the users in relationship to the function, constructive, environmental comfort and pathologies aspects, approaching the same aspects for the technical evaluation. Three study cases are studied, selected according to its constructive design, typology, infra-structure, year of construction, duration of usage and other relevant data. The results obtained are presented individually and integrated in this way, allowing the presentation of the comparative analyses between the buildings. In order to this, planned methodological procedures are utilized to describe a real situation and establishing basis to question the existing situation, corresponding what would be the best performance of the buildings. The data systematization is based on the application of questionnaires, on the study cases where the data obtained is codified and introduced to SPSS Data Editor software- Statistical Package for the Social Sciences. This way, results were obtained based on the analyses of the data obtained through the usage of the methodological procedures which allowed us to conclude that the idealized Architectural projects to the evaluated residential buildings, do not have fulfilled the real user s necessities. It is presented diagnoses of the reality that can be used as basis to other studies in addition to the buildings aiming to analyzed, that the realtor enterprise meant for the residential usage must be viable not only for the realtor market but also to the necessities of the residents in the many aspects that include the buildings.
Este trabalho trata da avaliação do ambiente construído, objetivando verificar o desempenho das edificações em uso e as reais necessidades dos ocupantes de edifícios residenciais em alvenaria estrutural na cidade de Santa Maria RS. No desenvolvimento desta pesquisa, é apresentada a aplicação da Avaliação Pós Ocupação, que se divide em avaliação comportamental e técnica, compreendendo a satisfação dos usuários em relação aos aspectos funcionais, construtivos, conforto ambiental e patologias, abordando os mesmos aspectos para a avaliação técnica. São analisados três estudos de casos, selecionados de acordo com suas formas construtivas, tipologias, infra-estrutura, ano de construção, tempo de uso e demais dados relevantes. Os resultados obtidos são apresentados individualmente e integrados, permitindo assim a apresentação das análises comparativas entre as edificações. Para tal, são utilizados procedimentos metodológicos planejados para descrever uma situação real e estabelecer parâmetros para questionar a situação existente, no que diz respeito ao que seria o desempenho ideal das edificações. A sistematização dos dados está baseada na aplicação dos questionários, nos estudos de casos onde os dados obtidos são codificados e tabulados no software SPSS Data Editor Estatistical Package for the Social Sciences. Conseguiu-se assim, resultados baseados nas análises de dados obtidos através da execução dos procedimentos metodológicos, que permitiram concluir que os projetos arquitetônicos idealizados para os edifícios residenciais avaliados, não tem atendido de maneira satisfatória as reais necessidades dos usuários. Apresenta-se um diagnóstico da realidade, que poderá servir como base para outros estudos, bem como as edificações analisadas visando que os empreendimentos imobiliários destinados ao uso residencial devem ser viáveis não somente para o setor imobiliário, mas adequado às necessidades dos moradores nos diversos aspectos que incluem a edificação.
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Lu, Yao [Verfasser], Thomas [Akademischer Betreuer] [Gutachter] Auer, and Werner [Gutachter] Lang. "Guidelines for Façade Refurbishment of 1980s Multi-storey Masonry Residential Buildings in the Cold Region of China: Addressing Energy Efficiency and Environmental Quality / Yao Lu ; Gutachter: Thomas Auer, Werner Lang ; Betreuer: Thomas Auer." München : Universitätsbibliothek der TU München, 2017. http://d-nb.info/1138359769/34.

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Alvarenga, Maria Cláudia Sousa. "Manifestações patológicas em edifícios do Programa de Arrendamento Residencial (PAR) em Belo Horizonte, MG, executados em alvenaria estrutural." Universidade Federal de Viçosa, 2010. http://locus.ufv.br/handle/123456789/3840.

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Made available in DSpace on 2015-03-26T13:28:35Z (GMT). No. of bitstreams: 1 resumo.pdf: 34712 bytes, checksum: c196e12310704414ba4f06e741ad13a4 (MD5) Previous issue date: 2010-06-23
The present work consists of the evaluation of constructive performance of some enterprises contained in the "Programa de Arrendamento Residencial (PAR) from Caixa Econômica Federal in Belo Horizonte, Minas Gerais/Brazil, executed with the structural masonry technology. The proposal of this research was the analysis of the existent pathological manifestations, with emphasis in the structural aspect of the enterprises, however, also contemplating other types of damages in the constructions. There were chosen five enterprises being taken into account the following parameters: age, load and location. The data were taken accomplished through inspections. Firstly it was made a qualitative analysis in the five enterprises through a meticulous evaluation of the pathological manifestations, demonstrated through the pictures took "in loco ", only two of these enterprises were inhabited and they could be analyzed internally. This interns analysis provided a meticulous quantification of the pathological manifestations found in the apartments and circulation in all the floors. After that, the types more frequent of pathological manifestations were verified in constructions of structural masonry in the loads and ages analyzed. The responsible administrator for the enterprises available the projects and some responsible builders accepted to answer referring questions about the projects and the executions of the works. Like this, it was possible to cross project information and execution of the work, diagnosing the origin of each type of found pathological manifestation. With the cause of the problems, collective and preventive solutions were proposed and, looking for the improvement of the quality of the enterprises already built and future enterprises, pointing out that the collective solutions a usually have a some difficulty to be executed. It was compared the quantitative results of the enterprises in different ages and loads and it was observed that, as expected, the age interferes in the number of occurrences of pathological manifestations, however project mistakes and execution makes that useful life of the work is reduced through the increase and the precocious emergence of pathologies in the constructions.
O presente trabalho consiste na avaliação de desempenho construtivo de empreendimentos contidos no Programa de Arrendamento Residencial (PAR) da Caixa Econômica Federal, na Cidade de Belo Horizonte, executados com a tecnologia de alvenaria estrutural. A proposta desta pesquisa foi a análise das manifestações patológicas existentes, com ênfase no aspecto estrutural dos empreendimentos, porém, contemplando também outros tipos de danos nas edificações. Foram escolhidos cinco empreendimentos, levando-se em conta os seguintes parâmetros: idade, porte e localização. O levantamento de dados foi realizado por meio de vistorias, de avaliação dos projetos disponibilizados e de entrevistas com representantes das construtoras a respeito dos projetos e das execuções das obras. Primeiramente, foi realizada uma análise qualitativa dos cinco empreendimentos por meio de uma avaliação minuciosa das manifestações patológicas. A partir desta avaliação, as manifestações patológicas encontradas nos apartamentos e na área de circulação foram quantificadas, sendo verificados os tipos mais frequentes nas edificações analisadas. Assim, foi possível confrontar informações de projeto e execução da obra, diagnosticando a origem de cada tipo de manifestação patológica encontrada. Com base nesta análise, foram propostas soluções corretivas e preventivas, visando à melhoria da qualidade dos empreendimentos já edificados e de empreendimentos futuros. Deve-se ressaltar que as soluções corretivas muitas vezes têm um elevado grau de dificuldade para serem executadas. Compararam-se os resultados quantitativos dos empreendimentos de idades e portes diferentes e observou-se que, como esperado, a idade interfere no número de ocorrências de manifestações patológicas. No entanto, erros de projeto e execução fazem com que a vida útil da obra seja reduzida, tendo em vista o aparecimento precoce de patologias nas edificações.
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Book chapters on the topic "Masonry Residential Building"

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Pachla, F., and T. Tatara. "Dynamic Resistance of Residential Masonry Building with Structural Irregularities." In Seismic Behaviour and Design of Irregular and Complex Civil Structures III, 335–47. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-33532-8_26.

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Di Ludovico, M., G. De Martino, A. Prota, G. Manfredi, and M. Dolce. "Damage Assessment in Italy, and Experiences After Recent Earthquakes on Reparability and Repair Costs." In Springer Tracts in Civil Engineering, 65–84. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-68813-4_4.

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AbstractRecent devastating earthquakes outlined the importance of quantifying losses and the amount of resources needed for the reconstruction process. The restoration of public or residential buildings in the aftermath of the seismic event may significantly affect national economy. This remarks the primary role and crucial need of having accurate predictions of direct and indirect costs for reconstruction in order to plan effective risk mitigation strategies and perform reliable loss scenarios. The recent Italian seismic events have been a unique occasion to collect observational data on existing buildings. The present work, based on the Italian experience of recent earthquakes, aims at discussing the main aspects related to the damage assessment of residential buildings and reconstruction models together with the huge amount of data collected in the reconstruction processes. In particular, an in-depth analysis of the data provided by the reconstruction process of 2009 L’Aquila earthquake is reported focussing on repair and strengthening intervention costs as a function of the empirical damage,repairability issues, and assistance to population costs. The data are discussed separately for reinforced concrete and masonry residential buildings and refers about 10,100 buildings located Outside Historical Centres (OHC) and Inside Historical Centres (IHC). Finally, the criteria adopted for the definition of the building seismic risk classes at the base of the Italian guidelines for seismic risk classification of constructions are presented together with recent policies adopted in Italy in terms of fiscal deduction for strengthening interventions on private residential buildings.
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Apostolidi, Eftychia. "Masonry Buildings' Seismic Failures." In Characteristic Seismic Failures of Buildings, 59–148. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/sed016.059.

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<p>Masonry structures are probably the most popular and ancient type of buildings all over the world. Easy access of its constitutive materials, which are basically stones, bricks, and mortar (which varies from region to region), makes masonry one of the everlasting construction methods from small residential buildings to the most important ancient and historic monuments. <p>Some masonry buildings have proved to be resistant structures even in seismic prone areas, due to some specific structural characteristics that have been observed throughout the years and after many destructive earthquakes. In this chapter, an effort will be made to refer to and describe the most characteristic deficiencies in unreinforced and reinforced masonry buildings under seis-mic actions. Design recommendations for new earthquake-resistant structures will follow, and some retrofitting and strengthening strategies for existing masonry buildings will be proposed.
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Guardiola-Víllora, A., and L. Basset-Salom. "Seismic risk mitigation of Lorca historic centre masonry residential buildings, in Spain." In Vernacular Heritage and Earthen Architecture, 689–94. CRC Press, 2013. http://dx.doi.org/10.1201/b15685-119.

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Binda, Luigia, and Giuliana Cardani. "Seismic Vulnerability of Historic Centers." In Architecture and Design, 1114–41. IGI Global, 2019. http://dx.doi.org/10.4018/978-1-5225-7314-2.ch042.

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A methodology of investigation and diagnosis on the built patrimony of historic centres in seismic areas is presented with the aim of collecting an extensive knowledge on the structural typologies and behaviour of historic masonry buildings. This investigation is also the base for the prevention and/or repair of damages caused by earthquakes. Small historic centres or residential buildings in larger centres have been considered for long time as “minor architecture”, but they are meaningful testimonies of the local cultural heritage and express the evolution of a society and of its cultural identity. The results of the investigation carried out on different Italian historic centers, allowed also a critical review of the reliability of the analytical models and of the effectiveness of the repair techniques applied in the past decades. The guidelines emerging from the research results are here presented. A “minimal” diagnostic investigation program is also suggested, in order to support the designers in their projects and to set up appropriate mathematical models to study the vulnerability of the structures.
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Binda, Luigia, and Giuliana Cardani. "Seismic Vulnerability of Historic Centers." In Handbook of Research on Seismic Assessment and Rehabilitation of Historic Structures, 1–29. IGI Global, 2015. http://dx.doi.org/10.4018/978-1-4666-8286-3.ch001.

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A methodology of investigation and diagnosis on the built patrimony of historic centres in seismic areas is presented with the aim of collecting an extensive knowledge on the structural typologies and behaviour of historic masonry buildings. This investigation is also the base for the prevention and/or repair of damages caused by earthquakes. Small historic centres or residential buildings in larger centres have been considered for long time as “minor architecture”, but they are meaningful testimonies of the local cultural heritage and express the evolution of a society and of its cultural identity. The results of the investigation carried out on different Italian historic centers, allowed also a critical review of the reliability of the analytical models and of the effectiveness of the repair techniques applied in the past decades. The guidelines emerging from the research results are here presented. A “minimal” diagnostic investigation program is also suggested, in order to support the designers in their projects and to set up appropriate mathematical models to study the vulnerability of the structures.
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Conference papers on the topic "Masonry Residential Building"

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Pendleton, Ian. "NHNY Via Verde – A New Design Standard For Affordable Housing." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0271.

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<p>NHNY Via Verde is a global model of sustainable housing development. Located in a Bronx brownfield, the 294,000 SF structure contains 222 residential units with 40,000 SF of green roofs and open space. Cascading buildings surrounding a central courtyard consists of a 21 story tower, 16- to 7-story midrise and 5 to 3-story low-rise. Interconnected, accessible green roofs provide continuous access from the courtyard to 12<span>th</span> level roof: the “via verde” or “green way”. Primary structure consists of cast-in-place concrete at the tower and concrete masonry bearing walls with precast concrete plank at mid- and low-rises. These conventional materials are arranged in unconventional ways to maximize efficiency, generating the architectural unit layout from optimal plank spans and eliminating façade bearing walls for prefabricated façades with sunshades and balconies. Secondary structural steel framing supports low rise storefronts, extensive roof PV panel arrays and a rainwater catchment system. Fly ash replacement was maximized in all concrete, and the time effect on strength gain was managed in construction. The large building volume required internal building separations with three independent structures engineered for drift compatibility. Foundation pile capacities vary to optimize efficiency to wide-ranging building heights.</p>
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Small, Dorothy S. "Integration of Sustainable Systems in a Residential Home." In ASME 2009 3rd International Conference on Energy Sustainability collocated with the Heat Transfer and InterPACK09 Conferences. ASMEDC, 2009. http://dx.doi.org/10.1115/es2009-90417.

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In today’s world, it has become ever more important to design homes and buildings with considerations that will reduce the total energy requirement and reliance on fossil fuels. Energy conservation is the first important consideration. The construction and appliance components that reduce energy consumption will be presented. Various systems are being included in the design of this off-grid 100% renewable home. The home will incorporate: passive solar design; solar hot water for radiant heat and domestic hot water; woodburning heat with backup hot water coils for domestic hot water and radiant heat; a hybrid electric system with PV and windmill sources and backup diesel generator (modified to use vegetable oil); a rainwater collection system; a graywater treatment system and blackwater treatment. The heating and air conditioning system combines the efficiency of radiant heat with evaluated tube solar hot water technology. A heating coil is incorporated in a masonry heater as the backup. The sizing considerations of the systems are discussed along with the description of methods to discharge excess hot water. Passive solar building design has been a focal point of the home. The heat gain has been considered as the heating system has been designed. The domestic hot water is discussed to compare the demand vs. production of hot water vs. storage. The practices of the homeowner to minimize the need for air conditioning and the design features that improve the conditioning of the air in the summer are presented. The integration of electrical generation will utilize PV, windmill and diesel generator backup (that will be converted to vegetable oil). This combination is used to take benefit of the wind potential while there are periods of little or no electricity generated from the PV system. The size of the systems has been optimized to balance the cost of production vs. storage. The sizing criteria are presented with the optimization calculations for each of the systems. The system design of a rainwater collection system is presented describing the rain water available, the size of the collection area, and the storage capacity. Equipment considerations are discussed with pre and post storage treatment of collected water. A graywater treatment system is designed to take advantage of the passive solar orientation of the home. The system incorporates graywater management practices, sizing of filtration and discussion of placement of components of the system. A blackwater system is also incorporated in the design of the home. The considerations of various systems are presented along with the sizing and utility requirements. The effective design of a 100% off-grid renewable home must first consider the efficient use of all energy. Secondly, the integration of systems is complex and requires the flexibility of the operations of the systems to produce a range of potential capacity to ensure comfort. The systems incorporated in this design are automated to an extent that is practical, however, monitoring of the systems must be conducted to ensure proper operation.
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Benshak, Alice Bernard. "An Assessment of the Approaches of Construction and Demolition Waste in Jos, Plateau State of Nigeria." In Post-Oil City Planning for Urban Green Deals Virtual Congress. ISOCARP, 2020. http://dx.doi.org/10.47472/sebh6010.

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The continuous rise in population, urbanization and expansion of cities has triggered a corresponding increase in construction and demolition activity. The frequent collapse of buildings attributed to poor structural design, building decay, and/or use of substandard materials has generated a substantial increase in construction refuse, also referred to as Construction and Demolition (C&D) Waste. This waste stream originates from residential, commercial, agricultural, institutional and industrial building projects for new builds, reconstruction, expansion, and refurbishments/rehabilitation. Most studies in Nigeria have generally focused on solid waste management without considering the uniqueness of C&D and giving it the attention needed, in order to achieve sustainable urban spaces that are highly functional, safe, convenient, and livable. This study seeks to investigate the different approaches and processes of C&D waste management in the City of Jos, in the Plateau State of Nigeria. The mix method was adopted for this research whereby quantitative and qualitative data was collected through a structured questionnaire for construction enterprises, as well as face-to-face interviews with the agencies responsible for waste management in the city. A total of 21 construction companies (representing about 10%) were randomly selected for questionnaire administration while interviews were conducted with the Plateau Environmental Protection and Sanitation Agency (PEPSA) and the Jos Metropolitan Development Board (JMDB) who are responsible for waste management. Investigations revealed that C&D waste consists of heavy and non-degradable materials such as: sheet metal roofing, sand, gravel, concrete, masonry, metal, and wood to mention only a few. The construction companies are solely responsible for: the collection, storage, transportation and disposal of wastes generated from their activities. Approximately 60-70% of the C&D waste materials are either reused, recycled or resold, while the remaining residual waste is indiscriminately disposed. Although the PEPSA and JMDB are responsible for waste management, their focus has been on establishing solid non-hazardous waste infrastructure systems, policies and plans. The absence of records of the quantity of C&D waste generated, the lack of financial data, and the omission of policies and plans for the C&D waste stream has resulted in a missed opportunity for a comprehensive and sustainable waste management strategy for the City and the state. To protect public health, valuable resources, and natural ecosystems, it is recommended that the C&D waste stream be included as part of the state’s waste management program, in consideration of the growing construction and demolition activity, by including C&D policies and guidelines.
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Follador, Veronica, Marco Donà, Pietro Carpanese, and Francesca da Porto. "FRAGILITY CURVES FOR ITALIAN RESIDENTIAL MASONRY BUILDINGS WITH RETROFIT INTERVENTIONS." In 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2021. http://dx.doi.org/10.7712/120121.8698.18819.

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Alogdianakis, Filippos, Konstantinos G. Megalooikonomou, and Georgios S. Papavasileiou. "COMPARATIVE NON-STRUCTURAL VULNERABILITY ASSESSMENT METHODS FOR HISTORICAL RESIDENTIAL MASONRY BUILDINGS." In 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2021. http://dx.doi.org/10.7712/120121.8541.19178.

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Habieb, A. B., G. Milani, T. Tavio, and F. Milani. "Low cost friction seismic base-isolation of residential new masonry buildings in developing countries: A small masonry house case study." In INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS (ICNAAM 2016). Author(s), 2017. http://dx.doi.org/10.1063/1.4992618.

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CHEN, SHIMING. "COST COMPARISON STUDY OF PLASTERBOARD DRYWALL PARTITIONS VS. TRADITIONAL MASONRY/CONCRETE PARTITIONS IN HIGH-RISE RESIDENTIAL BUILDINGS, SHANGHAI." In Tall Buildings from Engineering to Sustainability - Sixth International Conference on Tall Buildings, Mini Symposium on Sustainable Cities, Mini Symposium on Planning, Design and Socio-Economic Aspects of Tall Residential Living Environment. WORLD SCIENTIFIC, 2005. http://dx.doi.org/10.1142/9789812701480_0108.

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Basset-Salom, L., and A. Guardiola-Víllora. "Influence of the maintenance in seismic response of Lorca historic centre masonry residential buildings after the 11 May 2011 earthquake." In STREMAH 2013. Southampton, UK: WIT Press, 2013. http://dx.doi.org/10.2495/str130291.

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Reports on the topic "Masonry Residential Building"

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Neuhauser, Ken. Evaluation of Two CEDA Weatherization Pilot Implementations of an Exterior Insulation and Over-Clad Retrofit Strategy for Residential Masonry Buildings in Chicago. Office of Scientific and Technical Information (OSTI), August 2013. http://dx.doi.org/10.2172/1220231.

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Neuhauser, K. Evaluation of Two CEDA Weatherization Pilot Implementations of an Exterior Insulation and Over-Clad Retrofit Strategy for Residential Masonry Buildings in Chicago. Office of Scientific and Technical Information (OSTI), August 2013. http://dx.doi.org/10.2172/1096109.

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