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

Stochastic seismic collapse and reliability assessment of high‐rise reinforced concrete structures

DOI:10.1002/tal.1417

Received:2017-05-03 ; Revised:2017-07-20 ; Accepted:2017-08-01 ; Online:2017-09-13

- 2017 2.1 3

Assessment of sliding‐rubber isolator effect in progressive collapse of bridges under two scenarios

DOI:10.1002/tal.1418

Received:2017-06-01 ; Revised:2017-07-28 ; Accepted:2017-08-05 ; Online:2017-09-07

- 2017 1.4 2.2

Issue Information

DOI:10.1002/tal.1328

Online:2017-09-06

- 2017 - -

Design and specification compilation of a modular‐prefabricated high‐rise steel frame structure with diagonal braces part II: Elastic–plastic time‐history analysis and joint design

DOI:10.1002/tal.1414

Received:2015-04-20 ; Revised:2017-07-01 ; Accepted:2017-07-14 ; Online:2017-09-06

- 2017 26.3 27.2

Design and compilation of specifications for a modular‐prefabricated high‐rise steel frame structure with diagonal braces. Part I: Integral structural design

DOI:10.1002/tal.1415

Received:2015-04-19 ; Revised:2017-07-01 ; Accepted:2017-07-14 ; Online:2017-08-30

- 2017 26.3 27.2

Shaking table test and numerical simulation of a superimposed reinforced concrete shear wall structure

DOI:10.1002/tal.1412

Received:2017-03-16 ; Revised:2017-06-02 ; Accepted:2017-07-14 ; Online:2017-08-11

- 2017 2.1 4

Issue Information

DOI:10.1002/tal.1327

Online:2017-08-08

- 2017 - -

Collapse safety margin and seismic loss assessment of RC frames with equal material cost

DOI:10.1002/tal.1407

Received:2016-07-03 ; Revised:2017-05-09 ; Accepted:2017-06-26 ; Online:2017-07-27

- 2017 9.9 11.9

A modified response spectrum analysis procedure to determine nonlinear seismic demands of high‐rise buildings with shear walls

DOI:10.1002/tal.1409

Received:2017-01-08 ; Revised:2017-05-12 ; Accepted:2017-06-29 ; Online:2017-07-26

- 2017 3.7 5.7

Non‐Gaussian characteristics and extreme distribution of fluctuating wind pressures on large cylindrical–conical steel cooling towers

DOI:10.1002/tal.1403

Received:2016-11-21 ; Revised:2017-05-18 ; Accepted:2017-06-02 ; Online:2017-07-25

- 2017 5.5 6.4