Concrete-steel composite action performance in steel girder bridges under earthquake loading
Steel girder bridges are commonly built in the U.S.A and currently widely adopted to Malaysia. The study includes the performance of the studs when subject to earthquake in different directions and intensity of earthquake motions by performing the finite element modeling of the overall structures. T...
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| Format: | Conference or Workshop Item |
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1999
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| Online Access: | http://eprints.utm.my/3920/ |
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| _version_ | 1845470996509753344 |
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| author | Adnan, Azlan Mohd. Ghazali, Mohd. Zulkifli |
| author_facet | Adnan, Azlan Mohd. Ghazali, Mohd. Zulkifli |
| author_sort | Adnan, Azlan |
| building | UTM Library |
| collection | Institutional Repository |
| content_provider | Universiti Teknologi Malaysia |
| content_source | UTM Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Steel girder bridges are commonly built in the U.S.A and currently widely adopted to Malaysia. The study includes the performance of the studs when subject to earthquake in different directions and intensity of earthquake motions by performing the finite element modeling of the overall structures. The linear structural analysis under the earthquake loading shows that the stud has to carry more internal forces in shear and axial directions. These occurrences suggest better precaution have to be taken on the design of the stud for bridges in the earthquake prone regions include regions in the low intensity earthquake level |
| format | Conference or Workshop Item |
| id | my.utm.eprints-3920 |
| institution | Universiti Teknologi Malaysia |
| publishDate | 1999 |
| record_format | eprints |
| spelling | my.utm.eprints-39202017-07-24T05:40:02Z http://eprints.utm.my/3920/ Concrete-steel composite action performance in steel girder bridges under earthquake loading Adnan, Azlan Mohd. Ghazali, Mohd. Zulkifli TA Engineering (General). Civil engineering (General) Steel girder bridges are commonly built in the U.S.A and currently widely adopted to Malaysia. The study includes the performance of the studs when subject to earthquake in different directions and intensity of earthquake motions by performing the finite element modeling of the overall structures. The linear structural analysis under the earthquake loading shows that the stud has to carry more internal forces in shear and axial directions. These occurrences suggest better precaution have to be taken on the design of the stud for bridges in the earthquake prone regions include regions in the low intensity earthquake level 1999 Conference or Workshop Item PeerReviewed Adnan, Azlan and Mohd. Ghazali, Mohd. Zulkifli (1999) Concrete-steel composite action performance in steel girder bridges under earthquake loading. In: Our World of in Concrete and Structure, 1999, Singapore. |
| spellingShingle | TA Engineering (General). Civil engineering (General) Adnan, Azlan Mohd. Ghazali, Mohd. Zulkifli Concrete-steel composite action performance in steel girder bridges under earthquake loading |
| title | Concrete-steel composite action performance in steel girder bridges under earthquake loading |
| title_full | Concrete-steel composite action performance in steel girder bridges under earthquake loading |
| title_fullStr | Concrete-steel composite action performance in steel girder bridges under earthquake loading |
| title_full_unstemmed | Concrete-steel composite action performance in steel girder bridges under earthquake loading |
| title_short | Concrete-steel composite action performance in steel girder bridges under earthquake loading |
| title_sort | concrete-steel composite action performance in steel girder bridges under earthquake loading |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://eprints.utm.my/3920/ |
| url_provider | http://eprints.utm.my/ |