Open space damping system theory and experimental validation
Başlık çevirisi mevcut değil.
- Tez No: 403428
- Danışmanlar: Prof. MICHAEL C. CONSTANTINOU
- Tez Türü: Doktora
- Konular: İnşaat Mühendisliği, Çevre Mühendisliği, Civil Engineering, Environmental Engineering
- Anahtar Kelimeler: Belirtilmemiş.
- Yıl: 2016
- Dil: İngilizce
- Üniversite: State Unıversıty Of New York At Buffalo
- Enstitü: Yurtdışı Enstitü
- Ana Bilim Dalı: Belirtilmemiş.
- Bilim Dalı: Belirtilmemiş.
- Sayfa Sayısı: Belirtilmemiş.
Özet
Özet yok.
Özet (Çeviri)
Seismic energy dissipation systems are typically installed in buildings within diagonal or chevron bracing to improve the seismic performance by reducing drift, and under certain conditions by reducing acceleration. Alternative installation methods have been developed in which novel mechanisms are utilized to magnify the displacements within the damping system and thus improve performance when drift is small and by doing so may also reduce the cost of damping. Examples are the lever-arm, the toggle-brace, the coupled-truss and the scissor-jack damper systems which have found a limited number of applications. All damping system installation methods visually and physically obstruct an otherwise accessible area within the bay of the frame to which they are installed. This drawback has resulted in the occasional rejection of use of damping systems by architects. This report introduces a novel configuration for damping devices with the main advantage of preserving open space within the frame of installation-hence the name“open space damping system”. The report introduces the concept, presents the theory and then presents computational models to verify the theory and to investigate the effects of frame configuration, frame deformations and large deformations on the effectiveness of the system. An experimental study of a large scale model with the open space damping system was conducted and used to acquire data for validating the developed analytical and computational models. Testing consisted of (a) a single portal frame tested under imposed lateral motion, and (b) a single story 32kip model tested on the shake table under seismic excitation. Two different configurations of the open space system (plus a third variant of one of the two) in three different structural system configurations were tested. The tests demonstrate the increase in damping provided by the damping system. Comparisons of experimental results in terms of structural drift, floor accelerations and force-displacement loops to results obtained by computational tools demonstrate the validity of the computational models.
Benzer Tezler
- Deprem etkisindeki yapılarda aktif ve pasif kontrol sistemlerinin uygulanması
Başlık çevirisi yok
BARIŞ SARI
Yüksek Lisans
Türkçe
1998
İnşaat Mühendisliğiİstanbul Teknik Üniversitesiİnşaat Mühendisliği Ana Bilim Dalı
DOÇ. DR. A. NECMETTİN GÜNDÜZ
- Soğuk gaz itki sistemlerinde tribolojik iyileştirme ile hassas itki kontrolu
Fine thrust control in cold gas propulsion systems through tribological improvements
FIRAT MEHMET GÜNKAN
Doktora
Türkçe
2026
Makine Mühendisliğiİstanbul Teknik ÜniversitesiMakine Mühendisliği Ana Bilim Dalı
PROF. DR. İLKER MURAT KOÇ
DR. BÜLENT SÜMER
- Dikey dairesel silindirik açık su havuzlarında hidrodinamik kuvvetler
Hydrodynamic forces for vertical axis circular cylinder containing a concertric cylindrical hole in finite depth
MÜKERREM ERTEN(İLKIŞIK)
- İnsansız hava aracı için bir borda bilgisayarının mimarisi ve tasarımı
Başlık çevirisi yok
SAİT N. YURT
Yüksek Lisans
Türkçe
1995
Astronomi ve Uzay Bilimleriİstanbul Teknik ÜniversitesiY.DOÇ.DR. T. BERAT KARYOT
- Güç transformatörlerinde aşırı gerilim dağılım sorunu ve alınan önlemler
The Problem of overvoltage distribution along power transformers and measures to be taken
SADIK ŞENOL
Yüksek Lisans
Türkçe
1993
Elektrik ve Elektronik Mühendisliğiİstanbul Teknik ÜniversitesiPROF.DR. NURDAN GÜZELBEYOĞLU