Wyszukiwarka
Evaluation the P-Delta Effect on Collapse Capacity of Adjacent Structures Subjected to Far-field Ground Motions
Abstrakt
In urban areas, adjacent structures can be seen in any insufficient distance from each other, because of economic reasons and refusal of acquired minimum separation distance according to seismic previsions. Collapse capacity assessment of structures is one of the important objectives of performance-based seismic engineering. The purpose of this study is to consider the pounding phenomenon and P-Delta effect in seismic collapse capacity assessment of structures. For this purpose, 2-, 4-, 6- and 8-story adjacent structures with different conditions of separation distance among them, were modeled in the OpenSees software. Furthermore, Incremental Dynamic Analyses (IDAs) were performed using 78 far-field ground motion records to compute the collapse capacities of adjacent structures. The results obtained from IDAs for adjacent structures show that during pounding, taller structure reaches its collapse capacity earlier than shorter one. In addition, by considering the P-Delta effect and increasing the distance between adjacent structures, time of collapse and number of impacts increases. According to results, considering the P-Delta effect in modeling has significant influence in seismic collapse capacity assessment of pounding structures.
Cytowania
-
2 9
CrossRef
-
0
Web of Science
-
0
Scopus
Autorzy (3)
-
-
Benyamin Mohebi
-
Mansoor Yakhchalian
Cytuj jako
Pełna treść
- Wersja publikacji
- Accepted albo Published Version
- DOI:
- Cyfrowy identyfikator dokumentu elektronicznego (otwiera się w nowej karcie) 10.28991/cej-0309156
- Licencja
-
otwiera się w nowej karcie
Słowa kluczowe
Informacje szczegółowe
- Kategoria:
- Publikacja w czasopiśmie
- Typ:
- artykuły w czasopismach
- Opublikowano w:
-
Civil Engineering Journal-Tehran
nr 4,
ISSN: 2476-3055 - Język:
- angielski
- Rok wydania:
- 2018
- Opis bibliograficzny:
- Kazemi F., Mohebi B., Yakhchalian M.: Evaluation the P-Delta Effect on Collapse Capacity of Adjacent Structures Subjected to Far-field Ground Motions// Civil Engineering Journal-Tehran -Vol. 4,iss. 5 (2018), s.1066-
- DOI:
- Cyfrowy identyfikator dokumentu elektronicznego (otwiera się w nowej karcie) 10.28991/cej-0309156
- Weryfikacja:
- Politechnika Gdańska
wyświetlono 98 razy
Publikacje, które mogą cię zainteresować
Predicting the seismic collapse capacity of adjacent structures prone to pounding
- F. Kazemi,
- B. Mohebi,
- M. Yakhchalian
Seismic damage diagnosis in adjacent steel and RC MRFs considering pounding effects through improved wavelet-based damage-sensitive feature
- B. Mohebi,
- O. Yazdanpanah,
- F. Kazemi
- + 1 autorów