[[abstract]]In this paper, some useful guidelines for designing tuned liquid column dampers (TLCDs) for damped single-degree-of-freedom structures under a white noise type of wind excitation are proposed as quick guidance for industrial practice. These guidelines contain two major parts that serve two respective purposes. One is the design table that provides the list of necessary optimal parameters as well as the corresponding response reduction to be used as the design reference. The other is the empirical formula for reliably predicting the basic properties of TLCDs, especially for head loss coefficients, to ensure the design objectives can be achieved. In the first part, the solutions of optimal parameters in the design table are obtain...
Tuned liquid column damper (TLCD) was developed mainly for the purpose of suppressing horizontal mot...
Serviceability of buildings has been emphasized due to an increase in the construction of high-rise ...
There have been significant development of techniques for determining optimum parameters of passive ...
[[abstract]]In the first part of the paper, the optimal design parameters for tuned liquid column da...
[[abstract]]In this paper, the optimal design parameters of tuned liquid column dampers (TLCD) with ...
[[abstract]]In this paper, the experimental investigation to systematically calibrate the basic prop...
Some design formulas and design procedures for single and multiple tuned liquid column dampers (TLCD...
Building vibration has become one of the major concerns to structural engineers. Being a vibration a...
To improve the effectiveness and the robustness of a tuned liquid column damper (TLCD) in mitigating...
Designing new tall buildings or long span bridges means dealing with problems like comfort and safet...
This paper presents a theoretical investigation on the performance of multiple-tuned liquid column d...
The tuned liquid column damper (TLCD), a passive damping device consisting of a large U-tube with os...
The natural frequencies of a long span bridge vary during its construction and it is thus difficult ...
The dynamic actions due to wind-, traffic- and earthquakes lead to vibration problems of slender ste...
In this paper, the use of a tuned liquid column damper (TLCD) as a cost-effective means to control t...
Tuned liquid column damper (TLCD) was developed mainly for the purpose of suppressing horizontal mot...
Serviceability of buildings has been emphasized due to an increase in the construction of high-rise ...
There have been significant development of techniques for determining optimum parameters of passive ...
[[abstract]]In the first part of the paper, the optimal design parameters for tuned liquid column da...
[[abstract]]In this paper, the optimal design parameters of tuned liquid column dampers (TLCD) with ...
[[abstract]]In this paper, the experimental investigation to systematically calibrate the basic prop...
Some design formulas and design procedures for single and multiple tuned liquid column dampers (TLCD...
Building vibration has become one of the major concerns to structural engineers. Being a vibration a...
To improve the effectiveness and the robustness of a tuned liquid column damper (TLCD) in mitigating...
Designing new tall buildings or long span bridges means dealing with problems like comfort and safet...
This paper presents a theoretical investigation on the performance of multiple-tuned liquid column d...
The tuned liquid column damper (TLCD), a passive damping device consisting of a large U-tube with os...
The natural frequencies of a long span bridge vary during its construction and it is thus difficult ...
The dynamic actions due to wind-, traffic- and earthquakes lead to vibration problems of slender ste...
In this paper, the use of a tuned liquid column damper (TLCD) as a cost-effective means to control t...
Tuned liquid column damper (TLCD) was developed mainly for the purpose of suppressing horizontal mot...
Serviceability of buildings has been emphasized due to an increase in the construction of high-rise ...
There have been significant development of techniques for determining optimum parameters of passive ...