가야대학교 분성도서관

상단 글로벌/추가 메뉴

회원 로그인

주메뉴

: • 전체검색; • 단행본; • 정기간행물; • 학위논문; • 비도서; • 특정번호 검색; • 기사색인; • 학습연구지원; • 지정도서

: • 전자자원통합검색; • 해외 WEB DB; • E-Book; • E-Learning; • 국내 WEB DB; • 인터넷검색

: • 대출현황조회/연장; • 예약현황조회/취소; • 희망도서; • 내서재; • 나의서평; • 나의태그; • 나의위젯; • RSS; • SDI; • 개인정보관리

: • 공지사항; • FAQ; • Q&A 일반·학술; • 신착/인기 도서; • 학위논문온라인제출; • 외부인 이용안내; • 설문조사

: • 도서관 소개; • 연혁; • 현황; • 이용안내; • 찾아오시는 길

자료검색

Home
상세정보

상세정보

검색결과 돌아가기

부가기능

MARC보기

Strength and Serviceability of Concrete Elements Reinforced with High-Strength Steel

상세 프로파일

상세정보
자료유형	E-Book
개인저자	Puranam, Aishwarya Y.
단체저자명	Purdue University. Civil Engineering.
서명/저자사항	Strength and Serviceability of Concrete Elements Reinforced with High-Strength Steel.
발행사항	[S.l.] : Purdue University., 2018
발행사항	Ann Arbor : ProQuest Dissertations & Theses, 2018
형태사항	411 p.
소장본 주기	School code: 0183.
ISBN	9780438018471
일반주기	Source: Dissertation Abstracts International, Volume: 79-10(E), Section: B. Adviser: Santiago Pujol.
요약	The potential use of high-strength steel reinforcement (HSSR) with yield stress (fy) larger than 80 ksi requires reconsideration of design criteria and limits used to avoid sudden failure because they were conceived for elements with Gr. 60 and
요약	The test data indicated that it is feasible to use HSSR (with fy up to 120 ksi). The following conclusions are made in relation to the three specific topics investigated: Minimum longitudinal reinforcement ratio for slabs can be reduced in inve
요약	Current minimum longitudinal reinforcement limits in walls with uniformly distributed reinforcement, even for Gr.60 reinforcement, should be reconsidered. Specimens with Gr. 60 and Gr.120 bars, and rhog ranging between 0.07% and 0.24% failed at
요약	In the tests conducted, sections with HSSR designed to have net tensile strain (epsilont) of 0.005 had sufficient rotational capacity for moment redistribution. In design, detailing to accommodate increases in shear and bond demands caused by lo
요약	Test data suggest that extrapolation of minimum thickness for one-way slabs with HSSR as the thickness required for an element with working stress of 40 ksi multiplied by a factor related to working stress in the reinforcing bars (fs), 0.4+ [3fs
요약	According to the measurements made, reduction in bar spacing ( s) with increase in working stress in the reinforcing bars ( fs), determined as s=15(40,000/( fs(psi)))-2.5*cover, would be sufficient to avoid intolerable crack widths even in eleme
일반주제명	Civil engineering.
언어	영어
기본자료 저록	Dissertation Abstracts International79-10B(E). Dissertation Abstract International
대출바로가기	http://www.riss.kr/pdu/ddodLink.do?id=T14997793