国家高新技术企业
杭州市西湖区优秀创新人才“325”计划入选单位
杭州市高层次人才项目

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The Structural Design of Tall and Special Buildings

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

Wind tunnel test and field measurement study of wind effects on a 600‐m‐high super‐tall building

DOI:10.1002/tal.1385

Received:2016-12-04 ; Revised:2017-02-16 ; Accepted:2017-04-06 ; Online:2017-05-23

- 2017 2 4.1

Nonlinear finite element modeling and response analysis of the collapsed Alto Rio building in the 2010 Chile Maule earthquake

DOI:10.1002/tal.1364

Received:2016-06-14 ; Revised:2016-12-18 ; Accepted:2017-01-30 ; Online:2017-05-18

- 2017 5.8 7.7

Experimental investigation of the influence of joint connection details between existing buildings and added new frames on failure mode of retrofitted slabs for the vertical expansion of old buildings: Part II

DOI:10.1002/tal.1373

Received:2016-04-25 ; Revised:2016-11-18 ; Accepted:2017-03-03 ; Online:2017-05-18

- 2017 6.4 10.4

Incremental dynamic collapse analysis of RC core‐wall tall buildings considering spatial seismic response distributions

DOI:10.1002/tal.1383

Received:2016-12-28 ; Revised:2017-02-26 ; Accepted:2017-03-27 ; Online:2017-05-11

- 2017 1.5 3

Iterative step‐by‐step procedure for optimal placement and design of viscoelastic dampers to improve damping ratio

DOI:10.1002/tal.1361

Received:2016-05-10 ; Revised:2016-10-16 ; Accepted:2016-12-29 ; Online:2017-05-08

- 2017 4.8 7.8

Wind effects on Shenzhen Zhuoyue Century Center: Field measurement and wind tunnel test

DOI:10.1002/tal.1376

Received:2015-12-04 ; Revised:2016-09-12 ; Accepted:2017-03-07 ; Online:2017-05-04

- 2017 9 15.3

Peak factor estimation of non‐Gaussian wind pressure on high‐rise buildings

DOI:10.1002/tal.1386

Received:2016-09-27 ; Revised:2017-02-05 ; Accepted:2017-04-06 ; Online:2017-05-04

- 2017 3.9 6.4

Diagrid: An innovative, sustainable, and efficient structural system

DOI:10.1002/tal.1358

Received:2016-08-27 ; Revised:2016-11-18 ; Accepted:2016-12-06 ; Online:2017-05-03

- 2017 2.3 3.4

Bracing configuration and seismic performance of reinforced concrete frame with brace

DOI:10.1002/tal.1381

Received:2016-09-29 ; Revised:2017-03-08 ; Accepted:2017-03-23 ; Online:2017-04-26

- 2017 4.9 5.8

The modified dynamic‐based pushover analysis of steel moment resisting frames

DOI:10.1002/tal.1378

Received:2015-08-29 ; Revised:2017-01-16 ; Accepted:2017-03-21 ; Online:2017-04-26

- 2017 16.4 19