I agree that this site is using cookies. You can find further informations
here
.
X
Login
Merkliste (
0
)
Home
About us
Home About us
Our history
Profile
Press & public relations
Friends
The library in figures
Exhibitions
Projects
Training, internships, careers
Films
Services & Information
Home Services & Information
Lending and interlibrary loans
Returns and renewals
Training and library tours
My Account
Library cards
New to the library?
Download Information
Opening hours
Learning spaces
PC, WLAN, copy, scan and print
Catalogs and collections
Home Catalogs and Collections
Rare books and manuscripts
Digital collections
Subject Areas
Our sites
Home Our sites
Central Library
Law Library (Juridicum)
BB Business and Economics (BB11)
BB Physics and Electrical Engineering
TB Engineering and Social Sciences
TB Economics and Nautical Sciences
TB Music
TB Art & Design
TB Bremerhaven
Contact the library
Home Contact the library
Staff Directory
Open access & publishing
Home Open access & publishing
Reference management: Citavi & RefWorks
Publishing documents
Open Access in Bremen
zur Desktop-Version
Toggle navigation
Merkliste
1 Ergebnisse
1
CDP model:
Lidong Zhao
;
Yong Yu
;
Congrong Tang
..
doi:10.1371/journal.pone.0290426.g003. , 2023
Link:
https://doi.org/10.1371/journal.pone.0290426.g003
RT Journal T1
CDP model
UL https://suche.suub.uni-bremen.de/peid=base-ftunivoxfordfig:oai:figshare.com:article_24583787&Exemplar=1&LAN=DE A1 Lidong Zhao A1 Yong Yu A1 Congrong Tang A1 Licai Zhong A1 Qirong Qiu YR 2023 K1 Cell Biology K1 Molecular Biology K1 Developmental Biology K1 Space Science K1 Environmental Sciences not elsewhere classified K1 Biological Sciences not elsewhere classified K1 Mathematical Sciences not elsewhere classified K1 xlink "> incorporating K1 within 10 % K1 ultimate bearing capacity K1 shear span ratio K1 bearing capacity calculation K1 abaqus finite element K1 square steel tubes K1 square steel tube K1 verify three specimens K1 existing calculation methods K1 shaped steel flange K1 cross shaped column K1 ductility requirements specified K1 shaped steel K1 cross column K1 existing reference K1 25 specimens K1 total ) K1 standard requirements K1 skeleton curve K1 significantly reduce K1 significantly improve K1 seismic performance K1 results show K1 reliable model K1 parameter analysis K1 hysteretic curve K1 high degree K1 failure mode K1 experimental samples K1 established model K1 ductility deteriorates K1 core area K1 better improve K1 analysis method JF doi:10.1371/journal.pone.0290426.g003 LK http://dx.doi.org/https://doi.org/10.1371/journal.pone.0290426.g003 DO https://doi.org/10.1371/journal.pone.0290426.g003 SF ELIB - SuUB Bremen
Export
RefWorks (nur Desktop-Version!)
Flow
(Zuerst in
Flow
einloggen, dann importieren)