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Pregled bibliografske jedinice broj: 471880

Comparison between non-linear dynamic and static seismic analysis of structure according to European and U.S. provisions


Čaušević, Mehmed; Mitrović, Saša
Comparison between non-linear dynamic and static seismic analysis of structure according to European and U.S. provisions // Codes in Structural Engineering - Development and Needs for International Practice / Hirt, Manfred A ; Radić, Jure ; Mandić, Ana (ur.).
Zagreb: SECON - CSSE, 2010. str. 799-806 (pozvano predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


CROSBI ID: 471880 Za ispravke kontaktirajte CROSBI podršku putem web obrasca

Naslov
Comparison between non-linear dynamic and static seismic analysis of structure according to European and U.S. provisions

Autori
Čaušević, Mehmed ; Mitrović, Saša

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
Codes in Structural Engineering - Development and Needs for International Practice / Hirt, Manfred A ; Radić, Jure ; Mandić, Ana - Zagreb : SECON - CSSE, 2010, 799-806

ISBN
978-953-7621-07-6

Skup
Joint IABSE-fib Conference Dubrovnik 2010

Mjesto i datum
Cavtat, Hrvatska, 03.05.2010. - 05.05.2010

Vrsta sudjelovanja
Pozvano predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
non-linear dynamic analysis; non-linear static methods; pushover analysis; Eurocode 8; real time-history records; artificial records; NSP coefficient method; CSM capacity spectrum method

Sažetak
Several procedures for non-linear static and dynamic analysis of structures have been developed in recent years. This paper discusses those procedures that have been implemented into the latest European and American seismic provisions: the non-linear dynamic time-history analysis ; the N2 non-linear static method (Eurocode 8) ; the non-linear static procedure NSP (FEMA 356) and improved capacity spectrum method CSM (FEMA 440). The presented methods differ in respect to accuracy, simplicity, transparency and clarity of theoretical background. Non-linear static procedures were developed with the aim of overcoming the insufficiency and the limitations of linear methods, whilst at the same time maintaining a relative simple application. All procedures incorporate performance-based concepts paying more attention to damage control. Application of the presented procedures is illustrated by means of an example of an eight- storey reinforced concrete frame building. The results obtained by non-linear dynamic time- history analysis and non-linear static procedures are compared. It is concluded that these non- linear static procedures are sustainable for application.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti



POVEZANOST RADA


Projekti:
114-0821466-1470 - Razvoj konstrukcija povećane pouzdanosti obzirom na potrese (Čaušević, Mehmed, MZOS ) ( CroRIS)

Ustanove:
Građevinski fakultet, Rijeka

Profili:

Avatar Url Mehmed Čaušević (autor)

Avatar Url Saša Mitrović (autor)


Citiraj ovu publikaciju:

Čaušević, Mehmed; Mitrović, Saša
Comparison between non-linear dynamic and static seismic analysis of structure according to European and U.S. provisions // Codes in Structural Engineering - Development and Needs for International Practice / Hirt, Manfred A ; Radić, Jure ; Mandić, Ana (ur.).
Zagreb: SECON - CSSE, 2010. str. 799-806 (pozvano predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
Čaušević, M. & Mitrović, S. (2010) Comparison between non-linear dynamic and static seismic analysis of structure according to European and U.S. provisions. U: Hirt, M., Radić, J. & Mandić, A. (ur.)Codes in Structural Engineering - Development and Needs for International Practice.
@article{article, author = {\v{C}au\v{s}evi\'{c}, Mehmed and Mitrovi\'{c}, Sa\v{s}a}, year = {2010}, pages = {799-806}, keywords = {non-linear dynamic analysis, non-linear static methods, pushover analysis, Eurocode 8, real time-history records, artificial records, NSP coefficient method, CSM capacity spectrum method}, isbn = {978-953-7621-07-6}, title = {Comparison between non-linear dynamic and static seismic analysis of structure according to European and U.S. provisions}, keyword = {non-linear dynamic analysis, non-linear static methods, pushover analysis, Eurocode 8, real time-history records, artificial records, NSP coefficient method, CSM capacity spectrum method}, publisher = {SECON - CSSE}, publisherplace = {Cavtat, Hrvatska} }
@article{article, author = {\v{C}au\v{s}evi\'{c}, Mehmed and Mitrovi\'{c}, Sa\v{s}a}, year = {2010}, pages = {799-806}, keywords = {non-linear dynamic analysis, non-linear static methods, pushover analysis, Eurocode 8, real time-history records, artificial records, NSP coefficient method, CSM capacity spectrum method}, isbn = {978-953-7621-07-6}, title = {Comparison between non-linear dynamic and static seismic analysis of structure according to European and U.S. provisions}, keyword = {non-linear dynamic analysis, non-linear static methods, pushover analysis, Eurocode 8, real time-history records, artificial records, NSP coefficient method, CSM capacity spectrum method}, publisher = {SECON - CSSE}, publisherplace = {Cavtat, Hrvatska} }




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