ISSN: 1541-7794
官网: https://spssi.onlinelibrary.wiley.com/journal/15417808
出版商: Wiley Online Library
| Title | Scholar cited | Year | Review Cycle | Accept Cycle |
|---|---|---|---|---|
|
Research and development of an innovative self‐centering energy dissipation brace DOI：10.1002/tal.1514 Received：2018-02-08 ; Revised：2018-05-02 ; Accepted：2018-05-21 ; Online：2018-06-25 |
- | 2018 | 2.3 | 3.4 |
|
Experimental study on the seismic behavior of a shear wall with concrete‐filled steel tubular frames and a corrugated steel plate DOI：10.1002/tal.1509 Received：2017-09-01 ; Revised：2018-04-28 ; Accepted：2018-05-14 ; Online：2018-06-25 |
- | 2018 | 7.5 | 8.5 |
|
Shaking table test and theoretical analysis of the pile–soil–structure interaction at a liquefiable site DOI：10.1002/tal.1513 Received：2017-10-18 ; Revised：2018-02-02 ; Accepted：2018-05-21 ; Online：2018-06-25 |
- | 2018 | 3.1 | 7.2 |
|
Improved combination method of background component and resonant component of wind loads on high‐rise buildings DOI：10.1002/tal.1487 Received：2017-03-22 ; Revised：2017-12-07 ; Accepted：2018-02-12 ; Online：2018-06-25 |
- | 2018 | 8.2 | 10.9 |
|
Prediction of nonlinear seismic demands of high‐rise rocking wall structures using a simplified modal pushover analysis procedure DOI：10.1002/tal.1506 Received：2017-02-02 ; Revised：2018-04-16 ; Accepted：2018-04-25 ; Online：2018-05-24 |
- | 2018 | 14.1 | 14.9 |
|
Cover Image DOI：10.1002/tal.1507 Online：2018-05-18 |
- | 2018 | - | - |
|
Influence of soil‐structure interaction on performance of a super tall building using a new eddy‐current tuned mass damper DOI：10.1002/tal.1501 Received：2018-01-18 ; Revised：2018-04-12 ; Accepted：2018-04-21 ; Online：2018-05-18 |
- | 2018 | 2.3 | 3.1 |
|
Shaking table test and numerical simulation on a vertical hybrid structure under seismic excitation DOI：10.1002/tal.1497 Received：2017-11-27 ; Revised：2018-03-05 ; Accepted：2018-04-08 ; Online：2018-05-11 |
- | 2018 | 2.8 | 4.4 |
|
Spurious mode distinguish by modal response contribution index in eigensystem realization algorithm DOI：10.1002/tal.1491 Received：2017-12-13 ; Revised：2018-02-27 ; Accepted：2018-03-15 ; Online：2018-05-09 |
- | 2018 | 2.1 | 3.1 |
|
Issue Information DOI：10.1002/tal.1427 Online：2018-04-16 |
- | 2018 | - | - |
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