|
Bolted Built-Up Columns Constructed of High-Strength Steel under Combined Flexure and Compression
DOI：10.1061/(ASCE)ST.1943-541X.0001648
Received：2016-02-06 ; Accepted：2016-07-15 ; Online：2016-08-24
|
- |
2017 |
4.6 |
5.3 |
|
Experimental Investigation of Linear Particle Chain Impact Dampers in Free-Vibration Suppression
DOI：10.1061/(ASCE)ST.1943-541X.0001638
Received：2015-08-20 ; Accepted：2016-07-12 ; Online：2016-08-24
|
- |
2017 |
10.2 |
10.9 |
|
Measuring Ground Reaction Force and Quantifying Variability in Jumping and Bobbing Actions
DOI：10.1061/(ASCE)ST.1943-541X.0001649
Received：2015-10-11 ; Accepted：2016-07-15 ; Online：2016-08-24
|
- |
2017 |
8.6 |
9.3 |
|
Strength and Design of Pin-Ended Circular Arches with Sinusoidal Corrugated Web under Combined In-Plane Loads
DOI：10.1061/(ASCE)ST.1943-541X.0001647
Received：2016-03-17 ; Accepted：2016-07-14 ; Online：2016-08-23
|
- |
2017 |
3.3 |
4 |
|
In-Plane Failure and Strength of Pin-Ended Circular Steel Arches Considering Coupled Local and Global Buckling
DOI：10.1061/(ASCE)ST.1943-541X.0001644
Received：2015-11-20 ; Accepted：2016-07-14 ; Online：2016-08-22
|
- |
2017 |
7.2 |
7.9 |
|
Experimental Investigation of the Shear Response of Precast Steel–Concrete Trussed Beams
DOI：10.1061/(ASCE)ST.1943-541X.0001642
Received：2015-08-22 ; Accepted：2016-07-14 ; Online：2016-08-22
|
- |
2017 |
10.2 |
10.9 |
|
Revised Seismic Intensity Parameters for Middle-Field Horizontal and Rocking Strong Ground Motions
DOI：10.1061/(ASCE)ST.1943-541X.0001646
Received：2015-12-27 ; Accepted：2016-07-14 ; Online：2016-08-22
|
- |
2017 |
6 |
6.7 |
|
Complex Perturbation Method for Sensitivity Analysis of Nonlinear Trusses
DOI：10.1061/(ASCE)ST.1943-541X.0001619
Received：2015-05-21 ; Accepted：2016-06-01 ; Online：2016-08-22
|
- |
2017 |
11.9 |
12.6 |
|
Shear Deformations of RC Beams under Service Loads
DOI：10.1061/(ASCE)ST.1943-541X.0001641
Received：2015-07-26 ; Accepted：2016-07-14 ; Online：2016-08-16
|
- |
2017 |
11.1 |
11.8 |
|
Timber–Reinforced Concrete Core Hybrid System: Shake Table Experimental Test
DOI：10.1061/(ASCE)ST.1943-541X.0001631
Received：2015-07-01 ; Accepted：2016-06-22 ; Online：2016-08-03
|
- |
2017 |
11.2 |
11.9 |
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