ΑΝΩΤΑΤΗ ΣΧΟΛΗ ΠΑΙ ΑΓΩΓΙΚΗΣ ΚΑΙ ΤΕΧΝΟΛΟΓΙΚΗΣ ΕΚΠΑΙ ΕΥΣΗΣ (Α.Σ.ΠΑΙ.Τ.Ε.) «Αρχιμήδης ΙΙΙ Ενίσχυση Ερευνητικών ομάδων στην Α.Σ.ΠΑΙ.Τ.Ε.» Υποέργο: 8 Τίτλος: «Εκκεντρότητες αντισεισμικού σχεδιασμού ασύμμετρων κτιριακών φορέων» Επιστημονικός Υπεύθυνος: Γ. Γεωργούσης ΠΑΡΑΔΟΤΕΟ ΕΠΙΣΤΗΜΟΝΙΚΗ ΕΡΓΑΣΙΑ ΣΕ ΔΙΕΘΝΕΣ ΕΠΙΣΤΗΜΟΝΙΚΟ ΣΥΝΕΔΡΙΟ International Conference Earthquakes and Structures (ICEAS3) (http://asem.cti3.com/iceas.htm) Korea, September 8-2, 203 Part of Advances in Structural Engineering and Mechanics (ASEM3) World Congress (http://asem.cti3.com/asem3.htm) Τίτλος Παραδοτέου: «Επιστημονική Εργασία σε Διεθνές Επιστημονικό Συνέδριο» Τίτλος επιστημονικής εργασίας : «Optimum structural configuration of irregular buildings 2. Ιnelastic systems» στο Πλαίσιο της Δράσης: 2. Συντάκτες:. Γ. Γεωργούσης (G. Georgoussis), μέλος ΚΕΟ, Επιστημονικός Υπεύθυνος 2. Α. Τσομπάνος (A. Tsompanos), μέλος ΟΕΣ 3. Τ. Μακάριος (T. Makarios), μέλος ΚΕΟ 4. Α. Παπαλού (A. Papalou), μέλος ΚΕΟ
Πίνακας περιεχομένων Σύντομη παρουσίαση της επιστημονικής εργασίας που παρουσιάστηκε στο συνέδριο... 2 Απόσπασμα προγράμματος συνεδρίου... 3 Η επιστημονική εργασία όπως δημοσιεύτηκε στα πρακτικά του συνεδρίου... 4 Διαφάνειες ή Poster παρουσίασης... 6
Σύντομη παρουσίαση της επιστημονικής εργασίας που παρουσιάστηκε στο συνέδριο ABSTRACT Multi-story inelastic buildings, classified by Eurocode 8 (EC8-2004) as irregular buildings, are presenting a practically translational response under a ground motion when (i) they are detailed as planar structures under a code load and (ii) the first mode center of rigidity (m -CR) lies on the axis passing through the centers of floor masses (mass axis). The concept and the usefulness of this point in elastic multistory structures is presented in the companion paper but it retains its value in structures composed by inelastic bents, since the coincidence of its location with the mass axis determines the optimum arrangement of the lateral load resisting elements, in terms of enabling the system to sustain minimum torsional response in the case of a strong ground motion. Inelastic building structures, detailed as above may be regarded as torsionally balanced multistory systems and this is demonstrated in eight story buildings, composed by dissimilar bents, under the ground motions of Kobe 995 (component KJM000) and Fruili 976 (component Tolmezzo E-W) PAPER PRESENTED IN THE INTERNATIONAL CONFERENCE Earthquakes and Structures (ICEAS3) (http://asem.cti3.com/iceas.htm) Korea, September 8-2, 203 Part of Advances in Structural Engineering and Mechanics (ASEM3) World Congress (http://asem.cti3.com/asem3.htm) Session M4G, Seismic Behavior and Design of Irregular Structures. Room G, 302, 3 rd Floor, Convention Center 2
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ιαφάνειες ή Poster παρουσίασης The 203 International Conference on Earthquakes and Structures (ICEAS3) Conference Chairs: S. Anagnostopoulos, I. Takewaki 8-2 September 203, Int'l Convention Center Jeju, Jeju, Korea Full Paper Due: July, 203 ICEAS3 is a part of ASEM3 World Congress. http://asem.cti3.com/asem3.htm Conference Themes: Topics will include (but not limited to): * Base-isolated structures * Capacity assessment of structures * Characterization of strong ground motions * Cyber-infrastructure tools for seismic data management * Early warning and emergency response * Experimental investigations of seismic performance of structures * Geotechnical earthquake engineering * Lessons learned from recent earthquakes * Linear & nonlinear seismic analysis methods * Earthquake induced pounding * Policies and technologies for earthquake loss reduction * Repair and strengthening of historic structures and monuments * Seismic effects on infrastructure systems * Seismic hazard assessment * Seismic protection of lifeline systems * Seismic risk mitigation * Structural control methods * Recent developments in seismic codes and egulations Scientific Committee: Petros Komodromos (Cyprus), Mikayel Melkumyan (Armenia), Anastasios G. Sextos (Greece), Rui Carneiro Barros(Portugal), Kosmas-Athanasios Stylianidis (Greece), Triantafyllos Makarios (Greece), Robert Jankowski (Poland), Dimitrios Vamvatsikos (Greece), George Mylonakis (Greece), Rita Bento (Portugal), Jorge Ruiz-Garcia (Mexico), Theodore L. Karavasilis (UK), Elias G. Dimitrakopoulos (Hong Kong), Lavan O.(Israel), Lothar Stempniewski (Germany), Michele Barbato (USA), Masayuki Kohiyama (Japan), Kohju Ikago (Japan), Yoshikazu Araki (Japan), Hiroshi Isoda (Japan), Ivan Au (Hong Kong), Xiaodong Ji(China), Xin-Zheng Lu (China), Gilberto Mosqueda(USA), Johnny Ho(Hong Kong), Shamim Pakzad(USA), G. Georgousis (Greece), G. Ayalla (Mexico) Call for Papers & MS Organizers: Those who are interested in organizing a mini symposium (MS) with papers in the areas of his/her expertise are invited to organize a mini symposium at the ICEAS3. A mini symposium may have a single session or multiple sessions with 5~8 papers each. Details (such as support, etc.); http://asem.cti3.com/asem3-guidelines-for-ms-organizers.pdf 6
Proposed Minisymposia K. Ikago P. Komodromos & G. Mosqueda A. Sextos G. Mylonakis T. Karavasilis & I. Dimitrakopoulos L. Stempniewsky T.K. Makarios & G.K. Georgoussis O. Lavan & G. Ayalla R. Barros C.T. Ng & I. Au M. Shin & T. Kang Recent Advances in Base-Isolation and Seismic Control Structural Pounding Computer-aided seismic design and assessment of bridges Developments in Soil-Structure Interaction Advances in Seismic Design and Assessment of Civil Infrastructure Earthquake strengthening of existing buildings Seismic Behavior and Design of Irregular Structures I Seismic Behavior and Design of Irregular Structures II Semiactive and passive control Structural health monitoring Earthquakes-resistant engineering of reinforced concrete structures 7