Energy-Based Seismic Resistance- Special Session (2014) / Enerji Esaslı Sismik Dayanım- Özel Oturum (2014)

Çalışma grubumuz, 28 Ağustos 2014 tarihinde “Second European Conference on Earthquake Engineering and Seismology (2ECEES)” sırasında “Energy-Based Design for Seismic Resistance” başlıklı bir özel oturum düzenlemiştir.

 

Seçkin katılımcıların olduğu oturumda “Enerji Esaslı Analiz ve Tasarım” konusunda güncel çalışmalar ile ilgili bilgiler verilmiştir.

Oturum programı

# Presenter Institute / University ID Title Duration
1 Oral Büyüköztürk MIT Opening Talk
2 A. Benavent-Climent Polytechnic University of Madrid 2264 Energy-based design of non-traditional structures incorporating hysteretic dampers: experimental validation with shaking table tests
3 Sashi Kunnath, Amin Ahmadi ,

Erol Kalkan

UC Davis

USGS

3433 ENERGY-BASED INTENSITY MEASURE FOR SEISMIC DEMAND MODELING
4 F. López-Almansa Universitat Politècnica de Catalunya. 992 ENERGY-BASED DESIGN OF A SEISMIC PROTECTION SYSTEM OF TIMBER PLATFORM FRAME BUILDINGS USING ENERGY DISSIPATORS
5 Fabrizio MOLLAIOLI, Yin CHENG, Andrea LUCCHINI Universita degli Studi di Rome “La Sapienza” 2226 PREDICTION OF ENERGY-BASED INTENSITY MEASURES IN

PERFORMANCE-BASED EARTHQUAKE ENGINEERING

6 Murat Altuğ Erberik Middle East Technical University 866 ADAPTATION OF ENERGY PRINCIPLES IN SEISMIC DESIGN OF TURKISH RC FRAME STRUCTURES. PART II: DISTRIBUTION OF HYSTERETIC ENERGY
7 Ahmet Anıl Dindar,

Cem Yalçın,

Ercan Yüksel,

Hasan Özkaynak,

Oral Büyüköztürk

İstanbul Kültür University

Bogazici University,

Istanbul Technical University

Beykent University

MIT

2179 SCALING OF ENERGY SPECTRA
8 Faruk Karadoğan,

Erkan Yüksel,

Ercan Yüksel

Istanbul Kultur University,

Yildiz Technical University,

Istanbul Technical University

2545 IRREGULAR SLAB TYPE STRUCTURES CONSISTING OF PRECAST

ELEMENTS CONNECTED BY ENERGY DISSIPATERS

9 Erkan Şenol,

Ercan Yüksel,

Faruk Karadoğan

Yildiz Technical University,

Istanbul Technical University,

Istanbul Kultur University

2544 DIAPHRAGM ACTION OF SLAB TYPE STRUCTURE CONSISTING OF PRECAST ELEMENTS CONNECTED BY ENERGY DISSIPATERS