Seismic resistant and ductile responding rammed earth walls reinforced with steel bars and hoops

2018
Yıldız, Dinçer
In this thesis, improving the strength research and development work was done on rammed-earth wall based structures, which are not common in Turkey. Ramming a thin layer of the earth by using low cost materials like clay has many advantages. Rammed earth wall (REW) examples can be seen in Africa, South America, and India. On the other hand, in Turkey, there is limited researches on rammed earth wall. However, researches were mostly concentrated on rammed earth materials. Within the scope of this thesis, earthquake effect and performance of REW will be investigated. Besides, there is research and development work conducted on reinforced REW by using natural materials in buildings; such as steel hoop confine ments and steel bars inside of the REW. Cement replacement materials like pozzolan was also used in the mixture of REW. In this way, economical, sustainable, and nature friendly REW construction techniques are planned for the Aegean, Marmara, and Black Sea regions, where earth is rich in clayey content and at the same time within highly seismic zones. As this low cost, nature friendly, and earthquake-proof technique becomes widespread, it would be an important step on housing need of people in economical, safe, and healthy structures by using natural materials. In this thesis, REW samples were produced. There was horizontal loading test on unreinforced base model. The behavior and performance of base model on quasi-static reversal lateral load was investigated. The optimum water content of the rammed earth was investigated. Performance improvements by using different reinforcement materials so that it may be suitable to be constructed even in the first seismic zone and/or other seismic zones. First REW with vertical and diagonal reinforcement has shown the best strength performance. However, the last REW with confinement hoops in addition to vertical and diagonal reinforcement has shown the best ductile behavior.

Suggestions

Forced Vibration Testing and Finite Element Modeling of a Nine-Story Reinforced Concrete Flat Plate-Wall Building
Çelik, Ozan Cem; Sucuoğlu, Haluk; Akyüz, Uğurhan (SAGE Publications, 2015-05-01)
Tunnel form buildings, owing to their higher construction speed and quality, lower cost, and superior earthquake resistance over that of conventional reinforced concrete buildings, have been widely used for mass housing, urban renewal, and post-earthquake reconstruction projects all over the world as well as in Turkey. However, there have been few dynamic tests performed on existing buildings with this structural system. This study investigates the dynamic structural properties of a typical nine-story reinf...
Seismic Resistance Evaluation of Traditional Ottoman Timber-Frame Himis Houses: Frame Loadings and Material Tests
Aktas, Yasemin Didem; Akyüz, Uğurhan; Türer, Ahmet; Erdil, Barış; Şahin Güçhan, Neriman (SAGE Publications, 2014-11-01)
Traditional Ottoman timber-frame houses ("himis") form the major part of the cultural heritage structures in Turkey. There are many studies in the literature regarding the seismic performance of himis houses, which claim that these structures have an inherent seismically resistant property. However, these studies lack a quantitative engineering approach and are based on observations made after contemporary earthquakes. This study presents the results of the seismic resistance evaluation of traditional Ottom...
Seismic performance assessment of wide beam infill joist block frame structures in Turkey
Karaaslan, Enes; Erberik, Murat Altuğ; Department of Civil Engineering (2015)
Wide-beam frame buildings are prevalent in Turkey since 1980’s due to their advantageous characteristics such as ease of construction, construction speed and cost efficiency. However; according to recent experimental studies, wide beam systems demonstrate poor energy dissipation capacity under earthquake. The capacities of the wide-beams may not fully developed at the beam-column joints. The beam reinforcements that do not anchor to the core area of the columns may not reach their full capacities unless spe...
Seismic behavior of autoclaved aerated concrete low rise buildings with reinforced wall panels
Gökmen, Furkan; Binici, Barış; Canbay, Erdem (Springer Science and Business Media LLC, 2019-07-01)
Reinforced Autoclaved Aerated Concrete (AAC) wall panels are more commonly used to construct load-bearing walls in low-rise prefabricated buildings located in seismic zones. In the scope of this study, the seismic response of buildings constructed with reinforced AAC wall panels was investigated. To this end, an in situ test was conducted on a two-story test building under reversed cyclic displacement excursions. It was determined that the test building could carry a lateral load of 60% more than its weight...
Comparison of seismic assessment procedures in the current Turkish code
Okur, Abdullah; Yakut, Ahmet; Department of Civil Engineering (2007)
In Turkey, most of the existing buildings are vulnerable to earthquakes due to their poor material quality and inaccurate design. Besides, so many destructive earthquakes occurred in the past, because Turkey is located on a seismically active region. Therefore, existing buildings should be assessed and necessary precautions should be taken before a probable earthquake. To assess seismic performance of the existing buildings, the 2007 Turkish Earthquake Code offers two methods which are linear and nonlinear....
Citation Formats
D. Yıldız, “Seismic resistant and ductile responding rammed earth walls reinforced with steel bars and hoops,” M.S. - Master of Science, Middle East Technical University, 2018.