a) Cross-sectional view, (b) side view, and (c) plan of CLT floor slabs. | Download Scientific Diagram
![Experimental Study on Torsional Behavior of Cross-Laminated Timber Skewed Pedestrian Bridge Deck Panels Subjected to Asymmetric Loading | Practice Periodical on Structural Design and Construction | Vol 26, No 4 Experimental Study on Torsional Behavior of Cross-Laminated Timber Skewed Pedestrian Bridge Deck Panels Subjected to Asymmetric Loading | Practice Periodical on Structural Design and Construction | Vol 26, No 4](https://ascelibrary.org/cms/asset/8c6208f1-6290-4078-b1b9-b7aba9a1d06d/figure3.jpg)
Experimental Study on Torsional Behavior of Cross-Laminated Timber Skewed Pedestrian Bridge Deck Panels Subjected to Asymmetric Loading | Practice Periodical on Structural Design and Construction | Vol 26, No 4
![Experimental Study on Torsional Behavior of Cross-Laminated Timber Skewed Pedestrian Bridge Deck Panels Subjected to Asymmetric Loading | Practice Periodical on Structural Design and Construction | Vol 26, No 4 Experimental Study on Torsional Behavior of Cross-Laminated Timber Skewed Pedestrian Bridge Deck Panels Subjected to Asymmetric Loading | Practice Periodical on Structural Design and Construction | Vol 26, No 4](https://ascelibrary.org/cms/asset/6ea32a21-3c64-4443-9d1c-ccf1472388f7/figure5.jpg)
Experimental Study on Torsional Behavior of Cross-Laminated Timber Skewed Pedestrian Bridge Deck Panels Subjected to Asymmetric Loading | Practice Periodical on Structural Design and Construction | Vol 26, No 4
![Experimental Study on Torsional Behavior of Cross-Laminated Timber Skewed Pedestrian Bridge Deck Panels Subjected to Asymmetric Loading | Practice Periodical on Structural Design and Construction | Vol 26, No 4 Experimental Study on Torsional Behavior of Cross-Laminated Timber Skewed Pedestrian Bridge Deck Panels Subjected to Asymmetric Loading | Practice Periodical on Structural Design and Construction | Vol 26, No 4](https://ascelibrary.org/cms/asset/8abf4163-f5a5-4a5c-ba97-bd23ff414080/figure1.jpg)