Numerical Evaluation of Seismic Retrofitting of Heritage Building by Friction Dampers Based on Geometry Obtained by Laser Scans

2021 ◽  
pp. 345-353
Author(s):  
Shakhzod M. Takhirov ◽  
Amir Gilani ◽  
Brian Quigley ◽  
Liliya Myagkova ◽  
Sultan Kudratov
Keyword(s):  
Numerical Evaluation ◽  
Seismic Retrofitting ◽  
Friction Dampers ◽  
Heritage Building

scholarly journals Energy consumption and seismic retrofitting interventions in the architectural heritage: building performance simulations of a historical building in Italy

2019 ◽  
Vol 282 ◽  
pp. 02099
Author(s):  
Mariangela De Vita ◽  
Raffaella D’Antonio ◽  
Antonio Mannella
Keyword(s):  
Energy Consumption ◽  
Cost Effective ◽  
Critical Issue ◽  
Energy Performance ◽  
Point Of View ◽  
Seismic Retrofitting ◽  
Building Performance ◽  
Architectural Heritage ◽  
Historical Building ◽  
Heritage Building

This study focuses on retrofit interventions that allow a seismic improvement of the Architectural Heritage whose critical aspects are conservation and enhancement of existing buildings. During the last decades, designers and researchers have invested in the technical development of seismic retrofitting interventions with the aim of improving the structural performances in a cost-effective way without sacrificing the aesthetical aspects of valuable buildings. Moreover, recent research on historical masonry provided important references and data on the advantages of these interventions in the Architectural Heritage protection. Despite the technological progress, seismic interventions in terms of environmental performance still represent a critical issue, so it is essential to assess their effects on energetic behaviour. The aim of the research is to evaluate the effects of most used seismic retrofitting interventions on energy performance of a masonry historical buildings. The Authors present and analyse the hypothesis of seismic interventions applied on the masonry of a historical building located in the town of L’Aquila and severely damaged by an earthquake that in 2009 struck Abruzzo County, in Italy. The study includes results of building performance simulations (BPS) of the entire building, carried out with the software “Design Builder”, which allows the assessment of the seismic interventions from the environmental point of view on the basis of the variation of energy consumption and the internal comfort.

scholarly journals Seismic Retrofitting of a Process Column Using Friction Dampers

2016 ◽  
Vol 144 ◽  
pp. 1356-1363
Author(s):  
A. Ravi Kiran ◽  
M.K. Agrawal ◽  
G.R. Reddy
Keyword(s):  
Seismic Retrofitting ◽  
Friction Dampers

Seismic Retrofitting of Historic Masonry Buildings – Case Study

2010 ◽  
Vol 133-134 ◽  
pp. 991-996 ◽  
Author(s):  
A.R. Santhakumar ◽  
M.S. Mathews ◽  
S. Thirumurugan ◽  
Rao Uma
Keyword(s):  
Seismic Retrofitting ◽  
Steel Beams ◽  
Historic Masonry ◽  
Codes Of Practice ◽  
Main Challenge ◽  
Heritage Building ◽  
Minimum Disturbance ◽  
Local Materials

Masonry heritage building built during early part of 19th century have characteristic colonial architecture using masonry walls and jack arch roofing supported on steel beams. They are highly vulnerable to failure during earthquakes. This paper describes a methodology to quantify their vulnerability and then based on this a scheme of structural retrofitting is suggested. The aim of this presentation, through 4 case studies of buildings located in Delhi, India, is to exemplify various aspects of analysis, design and execution methodology of the retrofitting scheme for such important heritage structures. The assessment of vulnerability is based on its location, codes of practice with respect to materials and loading. The main challenge in choosing the appropriate retrofitting scheme lies in retaining the architecture and aesthetics. Also the retrofitting has to be completed in the least possible time causing minimum disturbance to the occupants. This has been achieved through a combination of Ferro-cement bands and FRP sheets. The execution of retrofitting was considered to make use of available local materials and expertise. The building is analysed in detail and the areas where stress concentration takes place is further strengthened.

Seismic Retrofit of a Heritage Building in Wellington Using Buckling Restrained Braces

2018 ◽  
Vol 763 ◽  
pp. 1097-1104
Author(s):  
Amir S.J. Gilani ◽  
Jitendra Bothara ◽  
H. Kit Miyamoto
Keyword(s):  
Transverse Direction ◽  
Longitudinal Direction ◽  
Seismic Retrofit ◽  
Seismic Assessment ◽  
City Council ◽  
Seismic Retrofitting ◽  
Seismic Load ◽  
Building Structure ◽  
Seismic Capacity ◽  
Heritage Building

A heritage building in Wellington, New Zealand (NZ) was classified as potentially earthquake-prone following an initial seismic assessment (ISA) by the Wellington City Council (WCC). The first four stories of the building were constructed originally in 1908 and an additional lightweight story was added in 1955 and altered in 1993. The building has a rectangular floor plan measuring 24 x 10.5 m. In the longitudinal direction, steel frame with solid unreinforced masonry (URM) infill walls provided resistance to seismic forces. In the transverse direction, perforated URM walls with large openings and nonductile concrete encased steel frames were used for both gravity and seismic load transfer. A detailed seismic assessment (DSA) of the building structure confirmed seismic capacity of the building in excess of 100% of New Building Standards (%NBS) in the longitudinal direction. However, in the transverse direction, the structure, secondary components and non-structural components had a seismic capacity less than 34%NBS, hence the building was confirmed earthquake-prone in its current state under the NZ Building Act. Performance-based engineering was used to devise the seismic retrofit for the principle structure. To retrofit the principle building structure to 100%NBS in the transverse direction, new Buckling Restrained Braced (BRB) frames were designed to carry seismic load. A geotechnical investigation showed that the underlying soil was competent and thus soil-structure interaction (SSI), tie foundation beams and nonlinear analysis were used to obtain realistic demand and capacity for the building after seismic retrofitting. The BRB manufacturer was consulted and the BRB size distribution along the height was optimized. The construction of the seismic retrofit is currently underway.

FENG SHUI PADA TATA LETAK MASSA BANGUNAN DI KELENTENG SAM POO KONG

2017 ◽  
Vol 10 (2) ◽  
pp. 77
Author(s):  
Benedicta Sophie Marcella
Keyword(s):  
Qualitative Methodology ◽  
Human Life ◽  
Research Question ◽  
Cultural Influence ◽  
Research Use ◽  
Field Observations ◽  
Feng Shui ◽  
Analysis Process ◽  
Building Layout ◽  
Heritage Building

Abstract: “Klenteng” is an Indonesian term for place of worship for Chinese traditional faiths in Indonesia. Sam Poo Kong temple is a heritage building located in Semarang. Chinese temple building is part of the China building architecture, thus Chinese temple apply the feng shui principals, so that people get the fortune, peace, and prosperity from the perfect balance with nature. In this research, to be conducted a review of the use of feng shui principles contained in the layout of the building mass. The research question that arises is "How the application of feng shui to the layout of the building mass in the Sam Poo Kong temple?" This research aims to determine the influence of feng shui contained in the layout of the building mass Sam Poo Kong temple in Semarang. This research use structuralizes qualitative methodology. Analysis process was done by comparing the theory of feng shui with field observations. The building layout, planes, and the filler elements apply the principles of feng shui and it has a good meaning, leads to happiness and welfare in life. Cultural influence of Islam, Buddhist, Hindu, and Chinese cultures convey the meaning and message to the user of the building, all for good purpose in human life. Based on the analysis it can be concluded that the meaning of the layout of the building mass on the Sam Poo Kong temple in accordance with feng shui theory and it brings prosperity.Keywords: feng shui, Sam Poo Kong Temple, the layout of the building massAbstrak: Kelenteng atau Klenteng adalah sebutan untuk tempat ibadah penganut kepercayaan tradisional Tionghoa di Indonesia pada umumnya. Kelenteng Sam Poo Kong merupakan bangunan cagar budaya yang terdapat di kota Semarang. Bangunan kelenteng termasuk dalam bangunan Cina, sehingga dalam tatanan bentuk bangunannya masih mempergunakan kaidah feng shui. Konsep feng shui adalah seni hidup dalam keharmonisan dengan alam, sehingga seseorang mendapatkan keuntungan, ketenangan, dan kemakmuran dari keseimbangan yang sempurna dengan alam. Dalam penelitian ini, akan dilakukan peninjauan penggunaan kaidah feng shui yang terdapat pada tata letak massa bangunannya. Pertanyaan penelitian yang muncul adalah “Bagaimana penerapan fengshui pada tata letak massa bangunan di kawasan Kelenteng Sam Poo Kong?” Penelitian ini bertujuan untuk mengetahui pengaruh feng shui yang terdapat pada tata letak massa bangunan Kelenteng Sam Poo Kong di Semarang. Metodologi yang digunakan adalah strukturalis kualitatif. Proses analisis dilakukan dengan membandingkan teori feng shui dengan hasil observasi lapangan. Tata letak massa bangunan menerapkan kaidah feng shui serta memiliki makna yang baik, mengarahkan pada kebahagiaan serta keselamatan dalam kehidupan. Pengaruh budaya Islam, Buddha, Hindu, serta Kebudayaan Cina telah bercampur, menyampaikan makna serta pesan kepada pengguna bangunan, semua untuk tujuan kebaikan dalam hidup manusia. Berdasarkan hasil analisis maka dapat disimpulkan bahwa tata letak massa bangunan pada kawasan Kelenteng Sam Poo Kong sesuai dengan feng shui aliran bentuk dan mendatangkan kebaikan.Kata Kunci: feng shui, Kelenteng Sam Poo Kong, tata letak massa bangunan

Regeneration of a historic city block: the example of the relocation of the historic Atelier building to the cloister area of the Congregation of the Resurrection in Krakow

2019 ◽  
Vol 63 (1) ◽  
pp. 77-86 ◽  
Author(s):  
Bogusław Podhalański ◽  
Anna Połtowicz
Keyword(s):  
Twentieth Century ◽  
Cultural Heritage ◽  
Steel Structure ◽  
City Block ◽  
Raising Awareness ◽  
Straight Line ◽  
Heritage Buildings ◽  
Heritage Building ◽  
Historic City ◽  
The City

Abstract The article discusses a project that features the relocation of the historic Atelier building, built by Krakow-based architect Wandalin Beringer (1839–1923) who was active in the early twentieth century, and the regeneration of a plot belonging to the Congregation of the Resurrection since 1885, which is located at 12 Łobzowska Street in Krakow. The method includes cutting the entire structure off at the foundation and then after reinforcing it with a steel structure transporting it in its entirety to the new location. The project included two possible variants of moving the building in a straight line, either by 21 or 59 metres and evaluates two projects of further regeneration, the adaptive reuse of the building as an exhibition and religious space as well as a proposal for the remodelling of the nearby plot that belongs to the Congregation into a space for meditation and as a recreational park. The aim of these measures is to prevent the demolition of this building, now over a century old, as a result of which a forgotten element of the cultural heritage of the city will be saved. This project was based on the results of analyses of the cultural and historical conditions of Krakow. The block of buildings in which the Atelier in question is located is a very attractive location, near to the very centre of Krakow, adjacent to residential, service and educational buildings. It is directly adjacent to the Monastery Complex of the Congregation of the Resurrection, listed as a heritage building under conservation protection (municipal registry of heritage buildings). In the second half of the twentieth century, the building was used as a workroom by artists such as Xawery Dunikowski and later by the sculptress Teodora Stasiak. The case of the Atelier may provide an inspiration for discussion as well as raising awareness among citizens and city authorities to avoid future situations in which cultural heritage may become forgotten or demolished.

Sign in / Sign up

Export Citation Format

Share Document