(7429.31052017.113000220_1667) SMARTISS (Q2166722): Difference between revisions
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(Created claim: summary (P836): THE BASIC IDEA OF THE PROJECT? WHAT TO RETURN VALIDIT? TECHNICAL AND ECONOMIC TO THE STRUCTURAL SYSTEM TYPICAL OF A SELF-SUPPORTING WAREHOUSE THE DESIGN OF WHICH? WHICH HAS BECOME VERY PROBLEMATIC BOTH WITH REGARD TO EARTHQUAKE SIZING AND THE CHECKS INHERENT IN THE CONTROLS ON THE CONDITIONS FOR IT? A COLLAPSE IN THE EVENT OF A FIRE SCENARIO. IN PARTICULAR, DO YOU FIND IT DIFFICULT TO CO-EXIST WITH THE PRINCIPLES BEHIND THE RECENT ANTI-SEISMIC D...) |
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| Property / summary | |||
THE BASIC IDEA OF THE PROJECT? WHAT TO RETURN VALIDIT? TECHNICAL AND ECONOMIC TO THE STRUCTURAL SYSTEM TYPICAL OF A SELF-SUPPORTING WAREHOUSE THE DESIGN OF WHICH? WHICH HAS BECOME VERY PROBLEMATIC BOTH WITH REGARD TO EARTHQUAKE SIZING AND THE CHECKS INHERENT IN THE CONTROLS ON THE CONDITIONS FOR IT? A COLLAPSE IN THE EVENT OF A FIRE SCENARIO. IN PARTICULAR, DO YOU FIND IT DIFFICULT TO CO-EXIST WITH THE PRINCIPLES BEHIND THE RECENT ANTI-SEISMIC DESIGN? (DUTOPT? AND FLESISITILIT? STRUCTURES) WITH THOSE AT THE BASE OF THE SO-CALLED FIRE ENGINEERING? (STRUCTURAL THICKNESS AND THICKNESS). IN THIS GI? COMPLEX PROJECT SCENARIO HAVE TO ADD ROBUSTNESS REQUIREMENTS (E.G. IMPACT ON THE IMPACT ON FACILITIES GENERATED BY THE INTERNAL MOVING VEHICLES) AND DURIN? (RELATED TO? INSPECTION OF THE MAINTENANCE OF THE STRUCTURES, ACTIONS THAT ARE OFTEN NOT SIMPLE IN VIEW OF THE GEOMETRY AND ESPECIALLY THE? ALT (English) | |||
| Property / summary: THE BASIC IDEA OF THE PROJECT? WHAT TO RETURN VALIDIT? TECHNICAL AND ECONOMIC TO THE STRUCTURAL SYSTEM TYPICAL OF A SELF-SUPPORTING WAREHOUSE THE DESIGN OF WHICH? WHICH HAS BECOME VERY PROBLEMATIC BOTH WITH REGARD TO EARTHQUAKE SIZING AND THE CHECKS INHERENT IN THE CONTROLS ON THE CONDITIONS FOR IT? A COLLAPSE IN THE EVENT OF A FIRE SCENARIO. IN PARTICULAR, DO YOU FIND IT DIFFICULT TO CO-EXIST WITH THE PRINCIPLES BEHIND THE RECENT ANTI-SEISMIC DESIGN? (DUTOPT? AND FLESISITILIT? STRUCTURES) WITH THOSE AT THE BASE OF THE SO-CALLED FIRE ENGINEERING? (STRUCTURAL THICKNESS AND THICKNESS). IN THIS GI? COMPLEX PROJECT SCENARIO HAVE TO ADD ROBUSTNESS REQUIREMENTS (E.G. IMPACT ON THE IMPACT ON FACILITIES GENERATED BY THE INTERNAL MOVING VEHICLES) AND DURIN? (RELATED TO? INSPECTION OF THE MAINTENANCE OF THE STRUCTURES, ACTIONS THAT ARE OFTEN NOT SIMPLE IN VIEW OF THE GEOMETRY AND ESPECIALLY THE? ALT (English) / rank | |||
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Revision as of 10:58, 23 March 2020
Project in Italy financed by DG Regio
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | (7429.31052017.113000220_1667) SMARTISS |
Project in Italy financed by DG Regio |
Statements
30,000.0 Euro
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120,000.0 Euro
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25.0 percent
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25 September 2017
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31 October 2019
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18 January 2020
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UNIVERSITA' DEGLI STUDI DI FIRENZE
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43°46'11.53"N, 11°15'20.09"E
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L?IDEA BASE DEL PROGETTO ? QUELLA DI RESTITUIRE VALIDIT? TECNICA ED ECONOMICA AL SISTEMA STRUTTURALE TIPICO DEL MAGAZZINO AUTOPORTANTE LA CUI PROGETTAZIONE ? DIVENUTA MOLTO PROBLEMATICA SIA NEI CONFRONTI DEL DIMENSIONAMENTO ANTISISMICO, SIA NEI CONFRONTI DELLE VERIFICHE INERENTI IL CONTROLLO DELLE MODALIT? DI COLLASSO IN OCCASIONE DI UNO SCENARIO D?INCENDIO. IN PARTICOLARE RISULTA DIFFICILE FAR COESISTERE I PRINCIPI ALLA BASE DELLA RECENTE PROGETTAZIONE ANTISISMICA DENOMINATA ?CAPACITY DESIGN? (DUTTILIT? E FLESSIBILIT? DELLE STRUTTURE) CON QUELLI ALLA BASE DELLA COSIDDETTA ?FIRE ENGINEERING? (AUMENTO DEGLI SPESSORI E DELLA RIGIDEZZA STRUTTURALE). IN QUESTO GI? COMPLESSO SCENARIO DI PROGETTO SI DEVONO AGGIUNGERE I REQUISITI DI ROBUSTEZZA (AD ESEMPIO NEI CONFRONTI DEGLI URTI SULLE STRUTTURE GENERATI DAI MEZZI DI MOVIMENTAZIONE INTERNA) E DI DURABILIT? (ASPETTO CORRELATO ALL?ISPEZIONE AD ALLA MANUTENZIONE DELLE STRUTTURE, AZIONI SPESSO NON SEMPLICI VISTA LA GEOMETRIA E SOPRATTUTTO L?ALT (Italian)
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THE BASIC IDEA OF THE PROJECT? WHAT TO RETURN VALIDIT? TECHNICAL AND ECONOMIC TO THE STRUCTURAL SYSTEM TYPICAL OF A SELF-SUPPORTING WAREHOUSE THE DESIGN OF WHICH? WHICH HAS BECOME VERY PROBLEMATIC BOTH WITH REGARD TO EARTHQUAKE SIZING AND THE CHECKS INHERENT IN THE CONTROLS ON THE CONDITIONS FOR IT? A COLLAPSE IN THE EVENT OF A FIRE SCENARIO. IN PARTICULAR, DO YOU FIND IT DIFFICULT TO CO-EXIST WITH THE PRINCIPLES BEHIND THE RECENT ANTI-SEISMIC DESIGN? (DUTOPT? AND FLESISITILIT? STRUCTURES) WITH THOSE AT THE BASE OF THE SO-CALLED FIRE ENGINEERING? (STRUCTURAL THICKNESS AND THICKNESS). IN THIS GI? COMPLEX PROJECT SCENARIO HAVE TO ADD ROBUSTNESS REQUIREMENTS (E.G. IMPACT ON THE IMPACT ON FACILITIES GENERATED BY THE INTERNAL MOVING VEHICLES) AND DURIN? (RELATED TO? INSPECTION OF THE MAINTENANCE OF THE STRUCTURES, ACTIONS THAT ARE OFTEN NOT SIMPLE IN VIEW OF THE GEOMETRY AND ESPECIALLY THE? ALT (English)
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Identifiers
D51B18000520009
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