[Author(id=1232111147156824733, tenantId=1045748351789510663, journalId=null, articleId=1160180848592085962, orderNo=null, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=null, email=null, emailSecond=null, emailThird=null, correspondingAuthor=null, authorType=null, ext={CN=AuthorExt(id=null, tenantId=null, journalId=1155139928303341803, articleId=1160180848592085962, authorId=1232111147156824733, language=CN, stringName=钟铭,李文会,袁长卿, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=null, address=null, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null)}, companyList=null)]
钟铭,李文会,袁长卿.
曲线梁桥预应力束摩阻损失计算[J].
石家庄铁道大学学报(自然科学版), 1998, 0(04): 48-53 DOI:10.13319/j.cnki.sjztddxxbzrb.1998.04.009