A large-span arch bridge arch ring variable cross-section height calculation method
The invention provides a large-span arch bridge arch ring variable cross-section height calculation method. The arch ring cross-section height, needing to be calculated, of any position of a large-span arch bridge arch ring is defined as the ratio of the arch crown cross-section height to the power...
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creator | ZHANG MIN SONG GONGTAN ZHOU SHUIXING |
description | The invention provides a large-span arch bridge arch ring variable cross-section height calculation method. The arch ring cross-section height, needing to be calculated, of any position of a large-span arch bridge arch ring is defined as the ratio of the arch crown cross-section height to the power of the cosine of the horizontal dip angle of an arch axis of the cross section where the arch crown cross-section height is located; the power coefficient can be uniquely determined according to the pre-formulated section height of the arch crown and the section height of the arch springing; and thus, a new calculation formula is planned for calculation. Compared with a Liter formula, the calculation method is simpler, and the follow-up bridge body parameter calculation process is simplified; the height of the section of the arch ring at any position is calculated by using a formula provided by the invention; except that the heights of the sections of the arch feet and the arch top are equal, the heights of the sec |
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The arch ring cross-section height, needing to be calculated, of any position of a large-span arch bridge arch ring is defined as the ratio of the arch crown cross-section height to the power of the cosine of the horizontal dip angle of an arch axis of the cross section where the arch crown cross-section height is located; the power coefficient can be uniquely determined according to the pre-formulated section height of the arch crown and the section height of the arch springing; and thus, a new calculation formula is planned for calculation. Compared with a Liter formula, the calculation method is simpler, and the follow-up bridge body parameter calculation process is simplified; the height of the section of the arch ring at any position is calculated by using a formula provided by the invention; except that the heights of the sections of the arch feet and the arch top are equal, the heights of the sec</description><language>chi ; eng</language><subject>CALCULATING ; COMPUTING ; COUNTING ; ELECTRIC DIGITAL DATA PROCESSING ; PHYSICS</subject><creationdate>2021</creationdate><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20210604&DB=EPODOC&CC=CN&NR=112906093A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25543,76293</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20210604&DB=EPODOC&CC=CN&NR=112906093A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ZHANG MIN</creatorcontrib><creatorcontrib>SONG GONGTAN</creatorcontrib><creatorcontrib>ZHOU SHUIXING</creatorcontrib><title>A large-span arch bridge arch ring variable cross-section height calculation method</title><description>The invention provides a large-span arch bridge arch ring variable cross-section height calculation method. The arch ring cross-section height, needing to be calculated, of any position of a large-span arch bridge arch ring is defined as the ratio of the arch crown cross-section height to the power of the cosine of the horizontal dip angle of an arch axis of the cross section where the arch crown cross-section height is located; the power coefficient can be uniquely determined according to the pre-formulated section height of the arch crown and the section height of the arch springing; and thus, a new calculation formula is planned for calculation. Compared with a Liter formula, the calculation method is simpler, and the follow-up bridge body parameter calculation process is simplified; the height of the section of the arch ring at any position is calculated by using a formula provided by the invention; except that the heights of the sections of the arch feet and the arch top are equal, the heights of the sec</description><subject>CALCULATING</subject><subject>COMPUTING</subject><subject>COUNTING</subject><subject>ELECTRIC DIGITAL DATA PROCESSING</subject><subject>PHYSICS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2021</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZAh2VMhJLEpP1S0uSMxTSCxKzlBIKspMSU-FsIsy89IVyhKLMhOTclIVkovyi4t1i1OTSzLz8xQyUjPTM0oUkhNzkktzEsFCuaklGfkpPAysaYk5xam8UJqbQdHNNcTZQze1ID8-FWhRcmpeakm8s5-hoZGlgZmBpbGjMTFqAA74OBc</recordid><startdate>20210604</startdate><enddate>20210604</enddate><creator>ZHANG MIN</creator><creator>SONG GONGTAN</creator><creator>ZHOU SHUIXING</creator><scope>EVB</scope></search><sort><creationdate>20210604</creationdate><title>A large-span arch bridge arch ring variable cross-section height calculation method</title><author>ZHANG MIN ; SONG GONGTAN ; ZHOU SHUIXING</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN112906093A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2021</creationdate><topic>CALCULATING</topic><topic>COMPUTING</topic><topic>COUNTING</topic><topic>ELECTRIC DIGITAL DATA PROCESSING</topic><topic>PHYSICS</topic><toplevel>online_resources</toplevel><creatorcontrib>ZHANG MIN</creatorcontrib><creatorcontrib>SONG GONGTAN</creatorcontrib><creatorcontrib>ZHOU SHUIXING</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ZHANG MIN</au><au>SONG GONGTAN</au><au>ZHOU SHUIXING</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>A large-span arch bridge arch ring variable cross-section height calculation method</title><date>2021-06-04</date><risdate>2021</risdate><abstract>The invention provides a large-span arch bridge arch ring variable cross-section height calculation method. The arch ring cross-section height, needing to be calculated, of any position of a large-span arch bridge arch ring is defined as the ratio of the arch crown cross-section height to the power of the cosine of the horizontal dip angle of an arch axis of the cross section where the arch crown cross-section height is located; the power coefficient can be uniquely determined according to the pre-formulated section height of the arch crown and the section height of the arch springing; and thus, a new calculation formula is planned for calculation. Compared with a Liter formula, the calculation method is simpler, and the follow-up bridge body parameter calculation process is simplified; the height of the section of the arch ring at any position is calculated by using a formula provided by the invention; except that the heights of the sections of the arch feet and the arch top are equal, the heights of the sec</abstract><oa>free_for_read</oa></addata></record> |
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language | chi ; eng |
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subjects | CALCULATING COMPUTING COUNTING ELECTRIC DIGITAL DATA PROCESSING PHYSICS |
title | A large-span arch bridge arch ring variable cross-section height calculation method |
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