Cracking Behavior Of Rc Shear Walls Subject To Cyclic Loadings (Record no. 815229)
[ view plain ]
000 -LEADER | |
---|---|
fixed length control field | 01846aab a2200217 4500 |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
fixed length control field | 240603b20042004|||qr||| |||| 00| 0 eng d |
022 ## - INTERNATIONAL STANDARD SERIAL NUMBER | |
International Standard Serial Number | 1598-8198 |
100 ## - MAIN ENTRY--PERSONAL NAME | |
Personal name | Hyo-Gyoung Kwak |
9 (RLIN) | 882209 |
100 ## - MAIN ENTRY--PERSONAL NAME | |
Personal name | Do-Yeon Kim |
9 (RLIN) | 882210 |
245 ## - TITLE STATEMENT | |
Title | Cracking Behavior Of Rc Shear Walls Subject To Cyclic Loadings |
300 ## - PHYSICAL DESCRIPTION | |
Extent | 77-98 p. |
520 ## - SUMMARY, ETC. | |
Summary, etc. | This paper presents a numerical model for simulating the nonlinear response of reinforced concrete (RC) shear walls subject to cyclic loadings. The material behavior of cracked concrete is described by an orthotropic constitutive relation with tension-stiffening and compression softening effects defining equivalent uniaxial stress-strain relation in the axes of orthotropy. Especially in making analytical predictions for inelastic behaviors of RC walls under reversed cyclic loading, some influencing factors inducing the material nonlinearities have been considered. A simple hysteretic stress-strain relation of concrete, which crosses the tension-compression region, is defined. Modification of the hysteretic stressstrain relation of steel is also introduced to reflect a pinching effect depending on the shear span ratio and to represent an average stress distribution in a cracked RC element, respectively. To assess the applicability of the constitutive model for RC element, analytical results are compared with idealized shear panel and shear wall test results under monotonic and cyclic shear loadings. |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | Pinching Effect |
9 (RLIN) | 882211 |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | Shear Walls |
9 (RLIN) | 170160 |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | Cyclic Behavior |
9 (RLIN) | 170728 |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | Average Stress-Strain |
9 (RLIN) | 797673 |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | Nonlinear Analysis. |
9 (RLIN) | 73283 |
773 0# - HOST ITEM ENTRY | |
International Standard Serial Number | 15988198 |
Title | Computers and Concrete: An International Journal |
Place, publisher, and date of publication | Daejeon, Korea : Techno Press |
856 ## - ELECTRONIC LOCATION AND ACCESS | |
Uniform Resource Identifier | <a href="DOI: 10.12989/cac.2004.1.1.077">DOI: 10.12989/cac.2004.1.1.077</a> |
942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
Source of classification or shelving scheme | Dewey Decimal Classification |
Suppress in OPAC | No |
Koha item type | Articles |
-- | 14993 |
-- | Mr. Muhammad Rafique Al Haj Rajab Ali (Late) |
Not for loan | Home library | Serial Enumeration / chronology | Total Checkouts | Date last seen | Koha item type |
---|---|---|---|---|---|
Periodical Section | Vol.1, No.1 (February 2004) | 03/06/2024 | Articles |