Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Kristijan Kolozvari"'
Autor:
Kittipoom Rodsin, Tahir Mehmood, Kristijan Kolozvari, Adnan Nawaz, Qazi Samiullah, Rattapoohm Parichatprecha
Publikováno v:
Bulletin of Earthquake Engineering. 20:7185-7213
Publikováno v:
Bulletin of Earthquake Engineering.
Autor:
Kristijan Kolozvari, Yusuke Hori, Hiroshi Yasumoto, Yoshitaka Suzuki, Masayoshi Nakashima, Farzad Naeim
Publikováno v:
Earthquake Spectra. 38:2319-2335
This is an extension of the companion paper (Part 1) that presents the details of the two buildings located in Tokyo and designed using the US Performance Based Seismic Design (PBSD) methodology for one building (US Prototype Building) and the Japane
Autor:
Yusuke Hori, Yoshitaka Suzuki, Kristijan Kolozvari, Ola Johansson, Farzad Naeim, Masayoshi Nakashima
Publikováno v:
Earthquake Spectra. 38:2297-2318
Performance-based seismic analysis and design of tall buildings have become increasingly common in the United States and have been the standard practice in Japan for a long time. The methodologies for seismic hazard analyses, selection of earthquake
Autor:
Vesna Terzic, Kristijan Kolozvari
Publikováno v:
Lifelines 2022.
Publikováno v:
Journal of Earthquake Engineering. 26:6524-6547
A new three-dimensional finite element modeling methodology for nonlinear analysis of reinforced concrete walls is developed and implemented in OpenSees software. The model is validated against bro...
Publikováno v:
Bulletin of Earthquake Engineering. 18:5941-5964
In under-developed rural areas of Asia, a larger portion of the housing facilities is constructed without any intervention of engineer(s). Such non-engineered reinforced concrete (NRC) structures constitute a major portion of the housing in rural are
Publikováno v:
Reliability Engineering & System Safety. 228:108831
Publikováno v:
Bulletin of Earthquake Engineering. 17:6359-6368
Publikováno v:
Bulletin of Earthquake Engineering. 17:6391-6417
This paper presents information on development, calibration, and validation of three companion macroscopic modeling approaches for nonlinear analysis of reinforced concrete (RC) structural walls, including: (1) the baseline two-dimensional two-node f