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The Korean Government has executed the research project named “The development of volcanic disaster response system”. The phase I of this project was completed at 2015. From the year 2015, phase II of...
Traditional structural control systems usually employ a centralized controller that requires measurement data from all sensors in the entire structure, and makes control decisions for all control devi...
Complexities inherent to large-scale modern civil structures pose many challenges in the design of feedback structural control systems for dynamic response mitigation. With the emergence of low-cost s...
Traditional structural feedback control systems are centralized systems. The applications of these systems to large scale structures usually encounter a number of difficulties regarding system reliabi...
“赶紧去27号楼一楼多媒体课室占位,下午的研讨会非常精彩……”,这是12月10日上午在华南理工建筑学院学生qq群、微信群里出现率最高一句话。原来,当天在27号楼举行的ARCHI—NEERING DESIGN结构展暨中日“结构建筑学”学术研讨会吸引了很多学生。从中午12:30就开始有学生陆续到达会场,接近研讨会开始时间14:00时,多媒体课室已经被围得水泄不通,只能容纳140名学生的多媒体课室挤进了...
The purpose of this project is to present an alternative in form, materials, and energy performance to the existing building type that has been the staple used in construction of American Commercial S...
Compared with the traditional high-speed video camera measurement method, ultra-wideband (UWB) technology is valuable in the detection and tracing of debris throw during explosion, due to its distinct...
In this paper, an algorithm is developed for the optimum design of space trusses with the help of spreadsheets. The algorithm depends on the interactive computing capability of spreadsheets. A general...
This paper presents a general algorithm for nonlinear space truss system optimization with fuzzy constraints and fuzzy parameters. The analysis of the space truss system is performed with the ANSYS pr...
Reliability is often understood as the probability that a structure will not fail to perform its intended function. In this paper, the general formulation of consistent evaluation of the safety of str...
This paper investigates the validity of seismic design force recommended by AASHTO for single-span bridges. The prescribed force is equal to the products of soil factor , acceleration and tributary we...
The goal of this paper is to present a design procedure for steel moment-resisting frames with supplemental damping with performance-based design constraints. The first design example is based on a 4-...
This article presents an analysis and design method for steel frames with semi-rigid connections and semirigid column bases. The analysis takes into account both the non-linear behaviour of beam-to-co...
This article discusses the changes in tall building design practice after the World Trade Centre (WTC) buildings collapse. Although many suggestions were made post-9/11, regarding the improvement of ...
This paper gives the detailed results of a series of fire tests on plasterboard fire-resistant wall construction where that construction was penetrated by steel elements simulating the presence of pen...

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