Seismic Analysis of Buildings

A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Structures".

Deadline for manuscript submissions: closed (31 August 2020) | Viewed by 5015

Special Issue Editors


E-Mail Website
Guest Editor
Department of Civil, Chemical, Environmental and Materials Engineering, University of Bologna, Bologna, Italy
Interests: structural engineering; construction technique; seismic engineering

E-Mail Website
Guest Editor
Department of Civil, Chemical, Environmental and Materials Engineering, University of Bologna, Bologna, Italy
Interests: seismic design; dissipative devices; steel structures; additive manufacturing
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
Department of Civil, Chemical, Environmental and Materials Engineering, University of Bologna, Bologna, Italy
Interests: seismic design; dissipative devices; steel structures; additive manufacturing
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Over the last few decades, interest in earthquake-resistant design has increased, following a switch in the approach from a force-based point of view to a performance-based framework, in which for different earthquake intensity levels, the structure is designed according to selected performance objectives.

In view of this, proper design approaches to predict the dynamic response of the structure have been developed and applied to several case studies, from equivalent static analysis to more sophisticated nonlinear dynamic analysis.

Moreover, ad hoc bracing systems and dissipative equipment have been considered and tested to reduce the seismic action on the resisting structure, either limiting the horizontal drift or concentrating the damage on fusible parts. Concerning the structure itself, form optimization techniques have been applied to create new solutions able to resist the horizontal action with less damage.

To cover this topic and to provide a well-documented reference in this field, authors are invited to present their recent research results to this Special Issue. Suitable topics include but are not limited to the following:

  • Numerical simulations and analysis on the seismic response of case studies;
  • Application of bracings, dampers, and dissipative devices to reduce the seismic-induced damage on the resisting structure;
  • Seismic retrofitting of existing buildings;
  • Tall structures in high seismicity zones;
  • Form optimization towards seismic-resistant design.

Assoc. Prof. Tomaso Trombetti
Assoc. Prof. Giada Gasparini
Dr. Vittoria Laghi
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Buildings is an international peer-reviewed open access monthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • earthquake-resistant design
  • seismic retrofitting

Benefits of Publishing in a Special Issue

  • Ease of navigation: Grouping papers by topic helps scholars navigate broad scope journals more efficiently.
  • Greater discoverability: Special Issues support the reach and impact of scientific research. Articles in Special Issues are more discoverable and cited more frequently.
  • Expansion of research network: Special Issues facilitate connections among authors, fostering scientific collaborations.
  • External promotion: Articles in Special Issues are often promoted through the journal's social media, increasing their visibility.
  • e-Book format: Special Issues with more than 10 articles can be published as dedicated e-books, ensuring wide and rapid dissemination.

Further information on MDPI's Special Issue polices can be found here.

Published Papers (1 paper)

Order results
Result details
Select all
Export citation of selected articles as:

Research

23 pages, 9983 KiB  
Article
Predicting Maximum and Cumulative Response of A Base-isolated Building Using Pushover Analysis
by Kenji Fujii, Yoshiyuki Mogi and Takumi Noguchi
Buildings 2020, 10(5), 91; https://doi.org/10.3390/buildings10050091 - 11 May 2020
Cited by 5 | Viewed by 4493
Abstract
The evaluation of the maximum and cumulative response is an important issue for the seismic design of new base-isolated buildings. This study predicts the maximum and cumulative response of a 14-story reinforced concrete base-isolated building using a set of pushover analyses. In the [...] Read more.
The evaluation of the maximum and cumulative response is an important issue for the seismic design of new base-isolated buildings. This study predicts the maximum and cumulative response of a 14-story reinforced concrete base-isolated building using a set of pushover analyses. In the proposed pushover analysis method, the maximum and cumulative responses of the first and higher modes are evaluated from the nonlinear analysis of equivalent single-degree-of-freedom (SDOF) models. Then, the maximum local responses are predicted by enveloping the two pushover analysis results by referring to the contribution of the first and higher modal responses, while the cumulative strain energies of the lead-rubber bearings and steel dampers are predicted from the cumulative response of the first mode. The results reveal that the responses predicted by the proposed set of pushover analyses have satisfactory accuracy. Full article
(This article belongs to the Special Issue Seismic Analysis of Buildings)
Show Figures

Figure 1

Back to TopTop