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| 005 | 20260817162526.0 | ||
| 008 | 200798 th eng | ||
| 035 | _a.b10083443 | ||
| 099 | 9 | _aAIT Thesis no. ST-93-07 | |
| 100 | 0 | _aDjwantoro Hardjito | |
| 245 | 1 | 0 | _aAnalytical evaluation of shear rigidity of embedded box-type reinforced concrete structures |
| 260 |
_aBangkok : _bAsian Institute of Technology, _c1993 |
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| 300 | _a37, A-2 leaves | ||
| 490 | 1 |
_aThesis ; _vno. ST-93-07 |
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| 500 | _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology | ||
| 502 | _aThesis (M.Eng.) - Asian Institute of Technology, 1993 | ||
| 520 | _aInvestigation of mechanical behavior of embedded box-type reinforced concrete structures, concerning shear rigidity and its reduction, has been done analytically in this study by using a finite element program for a non linear analysis of reinforced concrete plate element called WCOMR. From the parametric study, it was found that lower reduced shear rigidity factor, which was defined as the ratio of reduced and initial shear rigidity, could be attained by an-anging thinner RC duct wall thickness, lower concrete compressive strength, higher yield strength of reinforcement, higher reinforcement ratio, and smaller embedment depth. In order to be able to predict the reduced shear rigidity factor, a fo1mula has been derived by considering the effects of various parameters. | ||
| 650 | 0 |
_aReinforced concrete construction _xModels _xTesting |
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| 700 | 1 |
_aAoyagi, Yukio, _eChairperson |
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| 700 | 0 |
_aTaweep Chaisomphob, _eExamination Committee |
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| 700 | 1 |
_aSugiyama, Toshiyuki, _eExamination Committee |
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| 700 | 0 |
_aPennung Warnitchai, _eExamination Committee |
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| 710 | 2 |
_aAsian Development Bank - Japan, _eScholarship Donor |
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| 810 | 2 |
_aAsian Institute of Technology. _tThesis ; _vno. ST-93-07 |
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| 856 |
_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B16431 |
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_a.b10083443 _bmnait _cs |
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