
000 | 00000nam u22002058a 4500 | |
001 | 000046111611 | |
005 | 20220405112648 | |
008 | 220331s2022 flua b 001 0 eng | |
010 | ▼a 2021035409 | |
020 | ▼a 9781032113517 ▼q (hbk) | |
020 | ▼a 9781032113524 ▼q (pbk) | |
020 | ▼z 9781003219491 ▼q (ebk) | |
035 | ▼a (KERIS)REF000019697721 | |
040 | ▼a DLC ▼b eng ▼e rda ▼c DLC ▼d 211009 | |
042 | ▼a pcc | |
050 | 0 0 | ▼a TA347.F5 ▼b H45 2022 |
082 | 0 0 | ▼a 620.001/51535 ▼2 23 |
084 | ▼a 620.00151535 ▼2 DDCK | |
090 | ▼a 620.00151535 ▼b H473i | |
100 | 1 | ▼a Hejazi, Farzad, ▼e author. |
245 | 1 0 | ▼a Interpretive solutions for dynamic structures through ABAQUS finite element packages / ▼c Farzad Hejazi, Hojjat Mohammadi Esfahani. |
260 | ▼a Boca Raton, FL : ▼b CRC Press, ▼c 2022. | |
264 | 1 | ▼a Boca Raton, FL : ▼b CRC Press, ▼c 2022. |
300 | ▼a xxxii, 301 p. ; : ▼b ill. ; ▼c 24 cm. | |
336 | ▼a text ▼b txt ▼2 rdacontent | |
337 | ▼a unmediated ▼b n ▼2 rdamedia | |
338 | ▼a volume ▼b nc ▼2 rdacarrier | |
504 | ▼a Includes bibliographical references and index. | |
520 | ▼a "This book aims to present specific complicated and puzzling challenges encountered for application of the Finite Element Method (FEM) in solving the problems regarding Structural Dynamics by using ABAQUS software, which can fully utilize this method in complex simulation and analysis"-- ▼c Provided by publisher. | |
630 | 0 0 | ▼a Abaqus (Electronic resource). |
650 | 0 | ▼a Structural dynamics ▼x Data processing. |
650 | 0 | ▼a Finite element method. |
700 | 1 | ▼a Esfahani, Hojjat Mohammadi, ▼e author. |
945 | ▼a ITMT |
소장정보
No. | 소장처 | 청구기호 | 등록번호 | 도서상태 | 반납예정일 | 예약 | 서비스 |
---|---|---|---|---|---|---|---|
No. 1 | 소장처 과학도서관/Sci-Info(2층서고)/ | 청구기호 620.00151535 H473i | 등록번호 121259747 | 도서상태 대출가능 | 반납예정일 | 예약 | 서비스 |
컨텐츠정보
목차
1. Development of Subroutines for ABAQUS Software 2. Evaluate Performance of Steel Wall in Structures Subjected to Cyclic Load 3. Performance of Reinforced-Concrete Frame with Embedded CFRP Rod Under Cyclic Load 4. Behavior of Precast Beam-Column Dowel Connection under Cyclic Loads 5. Simulation of the Preloaded Bolt Connection under Cyclic Loading 6. Beam-Column Connection Retrofitted with CFRP Sheets Subjected to Pushover Loading 7. Hollow Circular Ultra-High-Performance Concrete (UHPFRC) Section under Lateral Cyclic Load 8. Modal Analysis of a Three-Story Building