Identifying Masonry Buildings That Are under High Seismic Risk

Date

2015-11-06

Author

Aldemir, Alper
Binici, Barış
Yakut, Ahmet
Canbay, Erdem

Metadata

Show full item record

Item Usage Stats

96
views

0
downloads

Masonry has been one of the most popular construction materials for centuries as it provided economical solutions for sheltering problems worldwide. Turkey, as a country with significant portion of its land in seismic zones, has a masonry building stock in the order of millions, most of which built in the twentieth century. In addition to the complications associated with anisotropic and composite nature of masonry buildings, the accurate estimation of seismic demands with simple yet accurate analytical tools is an extremely challenging task. A comprehensive research project was initiated at Middle East Technical University comprising of in-situ material strength determination from ten existing masonry buildings, two building tests including forced vibration and lateral load testing, and numerical simulations for calibration and modelling of existing masonry buildings. Making use of these experimental and simulation results, available seismic assessment techniques based on linear elastic analysis were refined. More specifically, lower bound material strength values, effective pier stiffness models and performance limit states for masonry walls were proposed. The overviews of the proposed revisions, which are currently under consideration by the committee, are presented in this paper.

URI

https://hdl.handle.net/11511/75600

Conference Name

10th Pacific Conference on Earthquake Engineering, (2015)

Collections

Department of Civil Engineering, Conference / Seminar

Suggestions

OpenMETU
Core

Identfying Masonry Buidings That are Under High Seismic Risk Aldemir, Alper; Binici, Barış; Yakut, Ahmet; Canbay, Erdem (2015-11-06) Masonry has been one of the most popular construction materials for centuries as it provided economical solutions for sheltering problems worldwide. Turkey, as a country with significant portion of its land in seismic zones, has a masonry building stock in the order of millions, most of which built in the twentieth century. In addition to the complications associated with anisotropic and composite nature of masonry buildings, the accurate estimation of seismic demands with simple yet accurate analytical too...
Investigation of legal issues and contractual considerations associated with BIM use in construction projects Kaya, Fatih; Akçamete Güngör, Aslı; Birgönül, Mustafa Talat; Department of Civil Engineering (2021-9) Building Information Modelling (BIM) has expanded its use worldwide in recent years, as it brings efficiency and better quality to the construction industry. This expansion also motivates researchers to investigate potential problems that may occur while adopting and using BIM. Since it has modified the nature of the relationships between the parties to differ from traditional project delivery, legal issues such as Model Ownership and Intellectual Property, Contractual Relationship of Parties, Design Liabi...
A Soil improvement case study using rammed stone column systems Beşler, Osman Fatih; Bakır, Bahadır Sadık; Department of Civil Engineering (2013) Nowadays, the rammed stone columns and similar systems are used worldwide more and more frequently as an economical way for improvement of the foundation soils. The primary objective of this study is to evaluate the effectiveness of the rammed stone column system by predicting settlements and bearing capacity increase through evaluation of failure mechanisms of reinforced soil layers loaded in compression. Conventional approaches of design are compared with the results of finite element models using softwar...
Assessment of seismic behavior of traditional timber frame Ottoman houses: Frame tests Aktas Erdem, Y. D.; Akyuz, U.; Erdil, B.; Türer, Ahmet; Şahin Güçhan, Neriman (2010-01-01) There are numerous observations made following a number of historic and contemporary earthquakes, claiming that the Ottoman traditional timber-frame, himis, houses have an inherent seismic resistant property. It is argued that timber frame houses behaved better under earthquake loading, based on the fact that the number of collapsed timber structures is less than the other construction types. In most of the reported cases, however, comparisons made for the seismic performances of himis houses and the others...
A comparative study on earthquake resistance of reinforced concrete and masonry residential buildings in small-scale cities of Turkey Er Akan, Aslı; Ünay, Ali İhsan; Department of Building Science in Architecture (2008) 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 flex...

Citation Formats

A. Aldemir, B. Binici, A. Yakut, and E. Canbay, “Identifying Masonry Buildings That Are under High Seismic Risk,” presented at the 10th Pacific Conference on Earthquake Engineering, (2015), 2015, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/75600.