| 000 | 02411cam a2200337 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 005 | 20250223031507.0 | ||
| 008 | 160514s2015 ua h f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aPh.D | ||
| 099 | _aCai01.13.05.Ph.D.2015.Da.E | ||
| 100 | 0 | _aDalia Fawzy Abdelkhalek Arafa | |
| 245 | 1 | 0 |
_aExperimental and numerical investigation of an innovative shear walls coupling for enhancement of seismic performance of RC structures / _cDalia Fawzy Abdelkhalek Arafa ; Supervised Mohamed Elsaid Issa , Hamed M. Mahmoud Salem |
| 246 | 1 | 5 | _aدراسة معملية و عددية لاسلوب مبتكر لربط حوائط القص لتحسين التصرف الزلزالى للمنشات الخرسانية المسلحة |
| 260 |
_aCairo : _bDalia Fawzy Abdelkhalek Arafa , _c2015 |
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| 300 |
_a135 P. : _bfacsimiles ; _c30cm |
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| 502 | _aThesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThe current research work experimentally investigate an innovative shear walls coupling for enhancement of seismic performance of reinforced concrete structures. The new proposed technique links plane, relatively distant, shear walls with a top roof beam constituting framed shear walls. An experimental investigation is carried out for five 1 / 5 scale models according to similitude laws. A numerical analysis of the test specimens was carried out using. The applied element method (AEM) through the extreme loading of structures (ELS) version 3.1 software. Both the experimental and analytical results showed reasonable enhancement in strength of coupled shear walls using the proposed technique. The investigation was carried out for a twelve floor reinforced concrete structure under the action of earthquake loading. The investigated structure had a flat slab column construction system with four shear walls as the main lateral load resisting system. Each pair of aligned walls were connected at their top by a stiff beam | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aFrames | |
| 653 | 4 | _aShear walls | |
| 653 | 4 | _aStiff beam | |
| 700 | 0 |
_aHamed M. Mahmoud Salem , _eSupervisor |
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| 700 | 0 |
_aMohamed Elsaid Issa , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aNazla _eRevisor |
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| 905 |
_aSamia _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c56421 _d56421 |
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