Dynamics of lateral modes in broad aperture injection lasers

1991 ◽  
Vol 23 (8) ◽  
pp. 1067-1076 ◽  
Author(s):  
Y. I. Balkarey ◽  
A. S. Cohen ◽  
B. B. Elenkrig ◽  
M. G. Evtikhov ◽  
O. A. Pashko ◽  
...  
Keyword(s):  
Injection Lasers ◽  
Lateral Modes

Coupled lateral modes in narrow stripe injection lasers

1975 ◽  
Vol 46 (5) ◽  
pp. 2319-2322 ◽  
Author(s):  
H. S. Sommers ◽  
J. K. Butler
Keyword(s):  
Injection Lasers ◽  
Lateral Modes ◽  
Narrow Stripe

Mesa-substrate buried-heterostructure GaInAsP/InP injection lasers

1979 ◽  
Vol 15 (4) ◽  
pp. 134 ◽  
Author(s):  
Katsumi Kishino ◽  
Yasuharu Suematsu ◽  
Yoshio Itaya
Keyword(s):  
Buried Heterostructure ◽  
Injection Lasers

Optically triggered polarisation bistability in GaInAsP twin stripe injection lasers using integrated devices

1988 ◽  
Vol 24 (19) ◽  
pp. 1232 ◽  
Author(s):  
R.S. Linton ◽  
I.H. White ◽  
J.E. Carroll ◽  
J. Singh ◽  
M.J. Adams ◽  
...  
Keyword(s):  
Integrated Devices ◽  
Injection Lasers

Study on human-induced vibration of a cable-stayed bridge without backstays located in abrupt valley

2021 ◽  
pp. 136943322110203
Author(s):  
Yanru Wu ◽  
Junxin Li ◽  
Qing Sun
Keyword(s):  
Empirical Formula ◽  
Dynamic Instability ◽  
Vertical Vibration ◽  
Comfort Level ◽  
Tuned Mass Dampers ◽  
Dynamic Simulations ◽  
Maximum Acceleration ◽  
Cable Stayed Bridge ◽  
Crowd Density ◽  
Lateral Modes

This research aims to assess the pedestrian comfort and to control human-induced vibration of an arch tower cable-stayed bridge without backstays located in canyon. Dynamic simulations of human-induced vibration were carried out with a mode-by-mode approach, and the results indicated that a total of seven lateral and vertical modes of the bridge may suffer from excessive vibrations at the design crowd density. Based on the periodic walking force, the structure response under pedestrian loads was evaluated performing dynamic analyses with two Finite Element models of the footbridge. A single tuned mass damper (STMD) control system was developed for control of human-induced vibration, which consisted of four tuned mass dampers mounted on the mid-span of bridge to enhance damping ratios of lively modes. The results indicate that the maximum acceleration for the first-order lateral and second-order vertical vibration at the design crowd density exceed the associated threshold values referring to the comfort level 1 (CL1) Criteria. The critical pedestrian number of lateral dynamic instability estimated by the Dallard’s empirical formula is much smaller than the dynamic design pedestrian number; and the Dallard’s empirical formula is applicable to estimate the critical pedestrian number of lateral dynamic instability for this bridge by comparing with Pedroe Inês footbridge. The damping ratios for both the vertical and lateral modes increase appreciably after installing the tuned mass dampers and no evidence of large-amplitude vibrations has been observed, leading to the realization of satisfactory comfort levels, which can provide reference for vibration reduction design of this kind of bridge.

Sign in / Sign up

Export Citation Format

Share Document