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Buildings, Volume 10, Issue 5

2020 May - 17 articles

Cover Story: One method for controlling damage to non-structural walls is to cast exterior non-structural concrete wall elements to be monolithic with frame elements, without anchoring the wall longitudinal bar. The non-anchorage of the wall’s longitudinal bar significantly increases the drift capacity of the wall and decreases damage. The non-anchorage of non-structural hanging walls, having boundary confinements, was found to exhibit a higher drift and strength capacity than similar walls with anchored detailing and no boundary confinements. The boundary confinements were observed to have a greater influence on the capability of the hanging wall when placed alongside non-anchored detailing reinforcement. View this paper.
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Articles (17)

  • Article
  • Open Access
17 Citations
4,798 Views
10 Pages

Small UAVs (unmanned aerial vehicle) can be used in many sectors such as the acquisition of images or the transport of objects. Small UAVs have also been used for terrorist activities or to disturb the flight of airplanes. Due to the small size and t...

  • Article
  • Open Access
11 Citations
5,996 Views
12 Pages

Optimal Control Method for HVAC Systems in Offices with a Control Algorithm Based on Thermal Environment

  • Sung-Kyung Kim,
  • Won-Hwa Hong,
  • Jung-Ha Hwang,
  • Myung-Sup Jung and
  • Yong-Seo Park

This study examined a method to reduce energy consumption in office buildings. Correspondingly, an optimal control method was proposed for heating, ventilation, and air conditioning (HVAC) systems via two control algorithms that considered the indoor...

  • Article
  • Open Access
36 Citations
7,937 Views
16 Pages

Simulation-Based Management of Construction Companies under the Circular Economy Concept—Case Study

  • Pedro Núñez-Cacho Utrilla,
  • Jarosław Górecki and
  • Juan Manuel Maqueira

Society and the business world are paying more and more attention to the Circular Economy (CE) principles. The construction industry is no stranger to this issue, and the companies are transitioning towards sustainable production models. However, it...

  • Article
  • Open Access
12 Citations
4,823 Views
13 Pages

The Global South, much of it in warm tropical latitudes, is expected to double its total energy demand by 2050. In addition to increased mean demand, greater demand for space cooling during external temperature peaks will exacerbate the strain on alr...

  • Article
  • Open Access
28 Citations
5,165 Views
9 Pages

Deformability of Glued Laminated Beams with Combined Reinforcement

  • Justyna Sobczak-Piąstka,
  • Svyatoslav S. Gomon,
  • Mykola Polishchuk,
  • Sviatoslav Homon,
  • Petro Gomon and
  • Victor Karavan

Wood is one of the most popular renewable natural materials. Nowadays, raw wood is hardly ever used in the construction industry. It has been substituted by glued laminated wood that is processed with the use of high-tech methods, thus eliminating th...

  • Article
  • Open Access
5 Citations
5,390 Views
23 Pages

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...

  • Correction
  • Open Access
1 Citations
3,648 Views
4 Pages

We noticed that the Figures 2 and 3 have become the same in the final version of this paper [...]

  • Article
  • Open Access
54 Citations
9,696 Views
18 Pages

Operational uncertainties play a critical role in determining potential pathways to reduce the building energy footprint in the Global South. This paper presents the application of a non-dominated sorting genetic (NSGA II) algorithm for multi-objecti...

  • Article
  • Open Access
1 Citations
6,389 Views
18 Pages

Impact of the Reinforcement Detailing on Seismic Performance of Isolated Non-structural Walls

  • Walid Ahmad Safi,
  • Yo Hibino,
  • Koichi Kusunoki,
  • Yasushi Sanada and
  • Tomohisa Mukai

Following the observation of severe damage to structurally isolated non-structural reinforced concrete walls after major earthquakes, researchers began to reassess the effectiveness and connection detail of non-structural walls to moment-resisting fr...

  • Article
  • Open Access
2 Citations
6,789 Views
19 Pages

The Structural Performance of Reinforced Concrete Members with Monolithic Non-Structural Walls under Static and Dynamic Loads

  • Walid Ahmad Safi,
  • Yo Hibino,
  • Koichi Kusunoki,
  • Tomohisa Mukai,
  • Yasushi Sanada,
  • Izumi Nakamura and
  • Satoru Fukai

The required base shear and drift limit for post-disaster management buildings have increased in the Japanese Building Code following major seismic events. One method to satisfy these requirements for reinforced concrete frame buildings is to cast ex...

  • Article
  • Open Access
9 Citations
4,170 Views
13 Pages

A New Proposal for the Shear Strength Prediction of Beams Longitudinally Reinforced with Fiber-Reinforced Polymer Bars

  • Czesław Bywalski,
  • Michał Drzazga,
  • Mieczysław Kamiński and
  • Maciej Kaźmierowski

This paper investigates composite reinforcement with regard to its use as longitudinal reinforcement. The methods used to calculate the shear strength of concrete members reinforced with fibre-reinforced polymer (FRP) bars are analysed. The main para...

  • Article
  • Open Access
42 Citations
7,113 Views
21 Pages

In recent years, a growing amount of research has focused on improving the performance of industrialized construction using emerging technologies. It is still necessary to have an in-depth understanding of the industry practitioners’ perspectives on...

  • Review
  • Open Access
6 Citations
8,689 Views
35 Pages

The recent notable emergence of a body of research in requirements management on one hand and benefits realisation has contributed to addressing a growing need for improved performance in Architecture, Engineering and Construction (AEC) projects. How...

  • Article
  • Open Access
39 Citations
12,788 Views
18 Pages

Modulus of Elasticity and Compressive Strength of Tuff Masonry: Results of a Wide Set of Flat-Jack Tests

  • Mariateresa Guadagnuolo,
  • Marianna Aurilio,
  • Andrea Basile and
  • Giuseppe Faella

The assessment of the modulus of elasticity and compressive strength of masonry is a fundamental step in the seismic analysis of existing structures. In this paper, the representativeness of the values provided by flat-jack tests for tuff masonry is...

  • Article
  • Open Access
7 Citations
3,900 Views
20 Pages

Perceived Control in an Office Test Cell, a Case Study

  • Nicola Lolli,
  • Alessandro Nocente and
  • Steinar Grynning

The influence of different control strategies on the user’s satisfaction in cell offices was studied in a full-scale facility in Trondheim, Norway. Eleven participants used two test cells as a workspace and answered a computer-based questionnaire for...

  • Article
  • Open Access
2 Citations
4,188 Views
16 Pages

Investigating thermal breakage of glass panes requires careful analysis of the environmental boundary conditions to determine the expected thermal gradient between the sunlit and shaded parts of the glass. This is particularly critical for glazed spa...

  • Article
  • Open Access
47 Citations
11,266 Views
13 Pages

The energy efficiency of buildings is well documented. However, to improve standards of energy efficiency, the embodied energy of materials included in the envelope is also increasing. Natural fibers like wood and hemp are used to make low environmen...

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Buildings - ISSN 2075-5309