A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
http://www.ijriar.com/docs/volume2/issue1/1.pdf
One of the significant difficulties in performance-based earthquake engineering is to create simple and practical methods that will be able to estimate the capacity level. The primary role of this paper is to operate and compare different nonlinear evaluation strategies for evaluating the seismic performances of structures. For these purposes, simple models are considered to symbolize low-rise structure. This consist of a moment resisting reinforced concrete structures with no shear walls, placed in a high-seismicity region of Yemen in Dhammar City. They are designed in accordance to (ACI-318-11) - (UBC-97) codes, considering each seismic and gravity loads. In this paper, the reliability of the DAP in locating out the seismic response of building moment resisting reinforced concrete frames responding inside inelastic range is verified. Therefore, (IDA) by way of skill of applying a large set of original records, and FEMA 440 static pushover are carried out for comparison. The capacity curves of the structure, as determined by utilizing of each DAP and FEMA440 pushover bends are compared with IDA envelopes by using a SeismoStruct. The performance stages of systems are also expected and in assessment using way of acting DAP and Incremental Dynamic evaluation the usage of the SeismoStruct software
http://www.ijriar.com/docs/volume2/issue1/1.pdf
One of the significant difficulties in performance-based earthquake engineering is to create simple and practical methods that will be able to estimate the capacity level. The primary role of this paper is to operate and compare different nonlinear evaluation strategies for evaluating the seismic performances of structures. For these purposes, simple models are considered to symbolize low-rise structure. This consist of a moment resisting reinforced concrete structures with no shear walls, placed in a high-seismicity region of Yemen in Dhammar City. They are designed in accordance to (ACI-318-11) - (UBC-97) codes, considering each seismic and gravity loads. In this paper, the reliability of the DAP in locating out the seismic response of building moment resisting reinforced concrete frames responding inside inelastic range is verified. Therefore, (IDA) by way of skill of applying a large set of original records, and FEMA 440 static pushover are carried out for comparison. The capacity curves of the structure, as determined by utilizing of each DAP and FEMA440 pushover bends are compared with IDA envelopes by using a SeismoStruct. The performance stages of systems are also expected and in assessment using way of acting DAP and Incremental Dynamic evaluation the usage of the SeismoStruct software
http://www.ijriar.com/docs/volume2/issue1/1.pdf
Khaled Zaidi (author) / Liu Yanhui (author) / Khalil AL-Bukhaiti (author)
2018-05-30
oai:zenodo.org:1312099
Article (Journal)
Electronic Resource
English
DDC:
690
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