|
Fiber-Section Model with an Exact Shear Strain Profile for Two-Dimensional RC Frame Structures
DOI：10.1061/(ASCE)ST.1943-541X.0001839
Received：2016-09-06 ; Accepted：2017-03-07 ; Online：2017-07-19
|
- |
2017 |
5.4 |
6.1 |
|
Large-Scale Cyclic Testing of Steel-Plate Shear Walls with Coupling
DOI：10.1061/(ASCE)ST.1943-541X.0001861
Received：2016-04-19 ; Accepted：2017-03-27 ; Online：2017-07-19
|
- |
2017 |
10.7 |
11.4 |
|
Measured Buffeting Response of a Long-Span Suspension Bridge Compared with Numerical Predictions Based on Design Wind Spectra
DOI：10.1061/(ASCE)ST.1943-541X.0001873
Received：2016-12-07 ; Accepted：2017-04-19 ; Online：2017-07-14
|
- |
2017 |
3.7 |
4.4 |
|
Collapse Response and Design of Deep Steel Columns Subjected to Lateral Displacement
DOI：10.1061/(ASCE)ST.1943-541X.0001848
Received：2016-02-04 ; Accepted：2017-03-20 ; Online：2017-07-08
|
- |
2017 |
13 |
13.7 |
|
Lateral-Torsional Buckling of Circular Steel Arches under Arbitrary Radial Concentrated Load
DOI：10.1061/(ASCE)ST.1943-541X.0001858
Received：2017-01-04 ; Accepted：2017-03-23 ; Online：2017-07-06
|
- |
2017 |
1.9 |
2.6 |
|
Design of Single-Level Guyed Towers Considering Interrelationship between Bracing Strength and Rigidity Requirements
DOI：10.1061/(ASCE)ST.1943-541X.0001857
Received：2016-10-05 ; Accepted：2017-03-23 ; Online：2017-07-06
|
- |
2017 |
4.9 |
5.6 |
|
Wind-Induced Vibration Mitigation in Tall Buildings Using the Tuned Mass-Damper-Inerter
DOI：10.1061/(ASCE)ST.1943-541X.0001863
Received：2016-08-08 ; Accepted：2017-04-03 ; Online：2017-06-30
|
- |
2017 |
7.2 |
7.9 |
|
Predicting Utah Ground Snow Loads with PRISM
DOI：10.1061/(ASCE)ST.1943-541X.0001870
Received：2016-09-28 ; Accepted：2017-04-18 ; Online：2017-06-30
|
- |
2017 |
6 |
6.7 |
|
Experimental Study of Dynamic Progressive Collapse in Flat-Plate Buildings Subjected to Exterior Column Removal
DOI：10.1061/(ASCE)ST.1943-541X.0001865
Received：2016-03-30 ; Accepted：2017-04-05 ; Online：2017-06-30
|
- |
2017 |
11.7 |
12.4 |
|
Empirical Approach to Evaluating the Tornado Fragility of Residential Structures
DOI：10.1061/(ASCE)ST.1943-541X.0001854
Received：2015-11-11 ; Accepted：2017-03-22 ; Online：2017-06-29
|
- |
2017 |
15.9 |
16.6 |
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