Write in a clean editor, then format for The Structural Design of Tall Buildings in one click — DocuGuru applies the official Wiley template with author–year references and exports a submission-ready PDF plus the editable LaTeX source. Free to start.
The Structural Design of Tall Buildings is a peer-reviewed journal published by Wiley, covering Seismic Performance and Analysis, Seismic and Structural Analysis of Tall Buildings, Structural Engineering and Vibration Analysis.
| Publisher | Wiley |
|---|---|
| Reference style | Author–year (Chicago) Author–year — (Smith, 2023) in the text Smith, Ada, Ben Jones, and Cara Lee. 2023. "A Representative Article Title." The Structural Design of Tall Buildings 12 (3): 45–58.
Formats any DOI in The Structural Design of Tall Buildings style. No sign-up. |
| Publishes research in | Seismic Performance and Analysis Seismic and Structural Analysis of Tall Buildings Structural Engineering and Vibration Analysis Structural Health Monitoring Techniques Structural Load-Bearing Analysis |
| ISSN | 1062-8002 |
| h-index | 31 |
| i10-index | 100 |
| Total citations | 3,960 |
| Top institutions publishing here | Williams & Associates |
| Journal website | www3.interscience.wiley.com |
| You get | A submission-ready PDF and the editable LaTeX source — ready to submit. |
Citations each year’s papers have accumulated so far — the most recent years are still building up.
Abstract Viscous dampers can protect structures against wind excitation, blast and earthquakes. Viscous damper technology originated with military and aerospace applications. Approximately 10 years ago it was found that the same fluid viscous dampers that protect missiles against nuclear attack and guard submarines against near‐miss underwater explosions could also protect buildings, bridges and other structures…
Abstract This paper presents the results of an experimental study of the seismic response of buildings with supplemental fluid damping devices. These devices operate on the principle of fluid flow through orifices specially shaped so as to produce damping forces proportional to the velocity, i.e. the devices operate as linear viscous dampers. The experimental results…
Abstract This paper addresses the issue of horizontal overstrength in modern code‐designed reinforced‐concrete (RC) buildings. The relationship between the lateral capacity, the design force reduction factor, the ductility level and the overstrength factor are investigated. The lateral capacity and the overstrength factor are estimated by means of inelastic static pushover as well as time‐history collapse…
Abstract This paper presents a review of supplemental damping devices used for the control of the seismic response of structures. The mechanical properties of these devices are discussed and considerations in the design of energy absorbing systems are presented.
Abstract There are three objectives in this paper. The first objective is to compare the dynamic behaviour of a reinforced concrete building structure subjected to near‐fault and far‐field ground motions. A twelve‐storey and a five‐storey reinforced concrete building with moment resisting frames were selected in this study. The Chi‐Chi earthquake was selected as a first…
