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Advances in Seismic Performance Enhancement of Building Structures

A special issue of Sustainability (ISSN 2071-1050). This special issue belongs to the section "Green Building".

Deadline for manuscript submissions: 31 December 2024 | Viewed by 3253

Special Issue Editors

Department of Civil Engineering, Southeast University, Nanjing 211189, China
Interests: dynamics, vibration and vibration control; innovative structural components and systems; seismic behavior and design of buildings; novel experimental testing methods

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Guest Editor
Department of Structural Engineering and Disaster, Tongji University, Shanghai 200092, China
Interests: RC shear walls; seismic performance; application research of high-performance building materials
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Guest Editor
School of Civil Engineering, Shandong Jianzhu University, Jinan 250101, China
Interests: fabricated structure; seismic structure; composite structure

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Guest Editor
College of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou 450001, China
Interests: precast concrete/steel–concrete composite structure; self-centering concrete structure; seismic structural analysis

Special Issue Information

Dear Colleagues,

The ductile design principle has been widely adopted in the seismic design of structures, and therefore primary structural components are designed to have the dual functions of bearing and energy dissipation under earthquake conditions. In recent years, the intensity of the major earthquakes that have occurred in China, Chile, New Zealand and Japan have reached or exceeded the design level of the maximum credible earthquake. In most cases, the designed structures did not collapse and the casualties were small. However, many structures were seriously damaged and had to be overhauled or rebuilt, resulting in huge economic losses. Therefore, researchers have paid more attention to enhancing the seismic performance of building structures.

At present, three strategies are mainly adopted to enhance structural seismic performance: anti-seismic technology, energy dissipation technology and isolation technology. A large number of new anti-seismic structural systems, new materials and new technologies have been proposed, such as rubber isolation bearings, friction pendulum isolation bearings, viscoelastic dampers, friction dampers, rocking structures, ultra-high-performance concrete, fiber-reinforced cement-based composite material, displacement-based design methods, energy-based design methods, etc. The seismic performance enhancement of building structures has achieved great success both in research and applications in recent years. Therefore, this Special Issue plans to give an overview of the advances at the frontiers.

In this Special Issue, original research articles and reviews are welcome. Research areas may include (but are not limited to) the following:

  • Anti-seismic structural systems;
  • Isolation structural systems;
  • Energy dissipation structural systems;
  • High-performance materials;
  • Seismic design method for new and existing structures;
  • Structural vibration control;
  • Optimum design of engineering structures;
  • Evaluation methodology of structural response;
  • Advanced analytical simulation and experimental testing of engineering structures.

We look forward to receiving your contributions.

Dr. Gang Xu
Dr. Xiangyong Ni
Dr. Chongfang Sun
Dr. Longji Dang
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. Sustainability is an international peer-reviewed open access semimonthly 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 2400 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

  • seismic resilience
  • seismic design
  • energy dissipation
  • base-isolated
  • self-centering
  • replaceable element
  • seismic performance
  • high-performance material

Published Papers (2 papers)

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Research

14 pages, 4074 KiB  
Article
Evaluation of Pedestrian Comfort for a Footbridge with Hinged Piers
by Shuo Yang, Jianrong Yang and Rui Li
Sustainability 2023, 15(13), 9851; https://doi.org/10.3390/su15139851 - 21 Jun 2023
Cited by 1 | Viewed by 1249
Abstract
To study the standardized evaluation method of vibration comfort of pedestrian bridges, the effect of the transient response term is ignored based on the generalized single degree of freedom (SDOF) method with reference to the American Institution of Steel Construction inc (AISC 11) [...] Read more.
To study the standardized evaluation method of vibration comfort of pedestrian bridges, the effect of the transient response term is ignored based on the generalized single degree of freedom (SDOF) method with reference to the American Institution of Steel Construction inc (AISC 11) specification. The resonance conditions between the crowd and the bridge structure are also considered, and the pedestrian bridge structure is simplified to an SDOF system. Then, the peak acceleration of the structure under crowd excitation is directly calculated using the generalized crowd load, and the comfort evaluation is carried out according to the German EN03 code and the Chinese code. For a new pedestrian bridge with hinged piers, human-induced vibration tests were carried out to obtain the structural acceleration time response data under various crowd load excitation conditions, and the acceleration values calculated with the numerical simulation method, the frequency response function method, the generalized SDOF method, and the proposed method were compared with field measurements. The results show that for the normal excitation condition with a crowd density less than or equal to 0.2 person/m2, the acceleration maximum error for the proposed method is between 4.22% and 13.28%. The error is only 6.35% compared with the finite element simulation results. The method can derive peak acceleration by performing only modal tests, eliminating errors caused by different testers and errors due to deflection measurements. It saves considerable time cost and economic cost, and improves the speed of pedestrian bridge comfort evaluation. Therefore, the method proposed for the first time in this study can accurately assess the human-caused vibration comfort of pedestrian bridges with articulated piers. Although the hinged-pier and column steel pedestrian bridge meets the code requirement of a vertical first-order frequency greater than 3 Hz, it is recommended to add TMD vibration damping measures to the bridge in order to improve pedestrian comfort. Full article
(This article belongs to the Special Issue Advances in Seismic Performance Enhancement of Building Structures)
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15 pages, 3090 KiB  
Article
The Dynamic Behavior of Silos with Grain-like Material during Earthquakes
by Junfeng Duan, Yang Han and Dongqiao Li
Sustainability 2023, 15(10), 7970; https://doi.org/10.3390/su15107970 - 13 May 2023
Cited by 1 | Viewed by 1436
Abstract
Grain security is an important guarantee for sustainable development. However, the dynamic behavior of silos containing grain-like material is not well understood. The effective mass and dynamic effects are the key parameters for the assessment of the silo–bulk material system during earthquakes. Herein, [...] Read more.
Grain security is an important guarantee for sustainable development. However, the dynamic behavior of silos containing grain-like material is not well understood. The effective mass and dynamic effects are the key parameters for the assessment of the silo–bulk material system during earthquakes. Herein, on the basis of the Janssen continuum model, it is proposed that the seismic energy is entirely dissipated by the interactions between the materials and the silo and the materials themselves. The seismic inertia forces among storage materials were introduced, and dynamic equilibrium equations considering the vibrations of storage materials were established. Theoretical solutions for the horizontal forces exerted and the effective mass of the silo–bulk material system during earthquakes are proposed. It is worth noting that the additional stress on the side wall proposed in this work is related to the depth, silo radius, storage density, internal friction coefficient, lateral pressure coefficient, and seismic acceleration. In addition, the effective mass coefficient is negatively correlated with the external friction coefficient, the lateral pressure coefficient, and horizontal seismic acceleration under a storage vibration state. A narrower silo (i.e., with a larger height–diameter ratio) has a low effective mass coefficient. The results from our method are in good agreement with those attained using experimental data, which demonstrates the accuracy and universality of the proposed formulations. Full article
(This article belongs to the Special Issue Advances in Seismic Performance Enhancement of Building Structures)
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