BEHAVIOUR OF COMPOSITE SECTIONS WITH A THIN WEB STEEL BEAM
| 项目名称： | BEHAVIOUR OF COMPOSITE SECTIONS WITH A THIN WEB STEEL BEAM |
| 摘要： | THE AIM OF THE RESEARCH IS: - TO VERIFY THAT, FOR COMPOSITE BEAMS OF HIGH SLENDERNESS UNDER POSITIVE MOMENT, THE ULTIMATE STRENGTH IS GIVEN EITHER BY THE PLASTIFYING CHART OR BY THE LIMIT IMPOSED BY BUCKLING CONDITIONS (IN THE CASE OF A COMPLETE BOND BETWEEN SLAB AND BEAM); - TO CONTROL WHETHER SHORING MODIFIES IN ANY WAY THE ULTIMATE LIMIT STATE; - TO VERIFY SAFETY VIS A VIS THE ULTIMATE LIMIT STATE ACCORDING TO DIFFERENT MODES OF CALCULATING STRESSES. THIS RESEARCH SHOULD PROVIDE THE ANSWERS TO THE UNCERTAINTIES PERTAINING TO THE DRAFT GUIDELINES FOR THE DESIGN OF COMPOSITE STEEL-CONCRETE BRIDGES. |
| 状态： | Active |
| 资助组织： | CENTRE EXPERIMENTAL DE RECHERCHES ET D'ETUDES DU BATIMENT ET DES TRAVAUX PUBLICS (BUILDING AND PUBLIC WORK RESEARCH CENTER) |
| 项目负责人： | DAUPHIN, P |
| 执行机构： | CENTRE EXPERIMENTAL DE RECHERCHES ET D'ETUDES DU BATIMENT ET DES TRAVAUX PUBLICS (BUILDING AND PUBLIC WORK RESEARCH CENTER) |
| 开始时间： | 19790000 |
| 主题领域： | Research；I24: Design of Bridges and Retaining Walls |
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