Costs and Benefits of Seismic Upgrading of Some Buildings in the Boston Area

1985 ◽  
Vol 1 (4) ◽  
pp. 721-740 ◽  
Author(s):  
M. Elisabeth Paté-Cornell

We examine here the costs and benefits of reinforcing some existing buildings in Boston at the time of remodelling with significant change of use. The buildings of interest are the unreinforced masonry warehouses and the reinforced concrete manufacturing buildings that are remodelled into apartment or office buildings. Given some estimates of the Boston seismicity and of the performance of these buildings in earthquakes with and without additional reinforcement, we evaluate three possible levels of reinforcement that the Masssachusetts Seismic Advisory Committee could recommend as part of the building codes. For the unreinforced masonry buildings, the first upgrading level is the addition of floor and roof diaphragms, and the two subsequent levels involve addition of internal walls and reinforcement of the existing ones. For the reinforced concrete buildings, the first level involves increase of the shear walls' size, and higher upgrading levels involve addition of shear walls and increase of the columns' size. We introduce in our study the market effects of the additional costs. We conclude that only the first levels of reinforcement that we considered could be adopted as regulations, and that higher standards should be left to the choice of the buildings' occupants.

2021 ◽  
Author(s):  
◽  
Nabil Allaf

<p>This thesis bridges architecture and seismic engineering. These two disciplines, despite being closely interrelated especially in earthquake-prone countries like New Zealand, often operate separately. This observation is particularly relevant when examining the integration of seismic retrofit and architecture. While technical solutions along with design methodologies and legislation have been continuously improved over the last decades, the relationship between architecture and seismic retrofit remains overlooked.  An acknowledgment that architecture is a legitimate component of seismic retrofit design introduces the potential for retrofitted buildings to reach both adequate earthquake resistance and even have enhanced architecture quality. Some retrofit guidance documents draw attention to architecture, yet their approaches, commonly taking the form of guidelines or recommendations, focus on maintaining buildings' existing features. Little reflection on the integration of seismic retrofit and the architectural qualities of existing buildings is given. This leaves an unexplored area regarding the architectural impact seismic structure may have on existing buildings, whether negative, neutral, or positive.  In this context, the thesis investigates the following question: How can the integration of seismic retrofit and architecture be improved?  Such an inquiry requires an understanding of the practice of seismic retrofit through both structural engineering and architectural perspectives. To respond to the research question, the study utilises a qualitative research methodology using a multiple case study strategy. This includes the collection of building documentation, visits to selected seismically retrofitted unreinforced masonry buildings, and interviews with their architects and structural engineers.  The thesis starts by reviewing the literature on the relationship between structure and architecture. Several authors emphasise how a structure's capacity to exceed its technical tasks by engaging with architecture can result in enriched projects. Following the transposition of generic relationships between structure and architecture into the context of seismic retrofit, the study explores the issue of integration in a 'real-life context' through five case studies. Each is investigated through the perspectives of architecture, seismic structure and design practice. The conditions and factors influencing integration are identified so awareness and recommendations can be made to introduce designers to new ways of approaching seismic retrofit design.  The main conclusion of this research is that while integration between seismic retrofit and architecture can be improved, no standard solution applicable to all retrofit projects exists. Indeed, the thesis highlights the complexity of integration which is a combination of many variables. These variables include among others, time of involvement of the architect, type of seismic structure, and extent of interior refurbishment. Designers need to be aware of certain conditions and positive factors they can draw upon for successful integration as well as negative ones they should avoid.</p>


2021 ◽  
Author(s):  
◽  
Nabil Allaf

<p>This thesis bridges architecture and seismic engineering. These two disciplines, despite being closely interrelated especially in earthquake-prone countries like New Zealand, often operate separately. This observation is particularly relevant when examining the integration of seismic retrofit and architecture. While technical solutions along with design methodologies and legislation have been continuously improved over the last decades, the relationship between architecture and seismic retrofit remains overlooked.  An acknowledgment that architecture is a legitimate component of seismic retrofit design introduces the potential for retrofitted buildings to reach both adequate earthquake resistance and even have enhanced architecture quality. Some retrofit guidance documents draw attention to architecture, yet their approaches, commonly taking the form of guidelines or recommendations, focus on maintaining buildings' existing features. Little reflection on the integration of seismic retrofit and the architectural qualities of existing buildings is given. This leaves an unexplored area regarding the architectural impact seismic structure may have on existing buildings, whether negative, neutral, or positive.  In this context, the thesis investigates the following question: How can the integration of seismic retrofit and architecture be improved?  Such an inquiry requires an understanding of the practice of seismic retrofit through both structural engineering and architectural perspectives. To respond to the research question, the study utilises a qualitative research methodology using a multiple case study strategy. This includes the collection of building documentation, visits to selected seismically retrofitted unreinforced masonry buildings, and interviews with their architects and structural engineers.  The thesis starts by reviewing the literature on the relationship between structure and architecture. Several authors emphasise how a structure's capacity to exceed its technical tasks by engaging with architecture can result in enriched projects. Following the transposition of generic relationships between structure and architecture into the context of seismic retrofit, the study explores the issue of integration in a 'real-life context' through five case studies. Each is investigated through the perspectives of architecture, seismic structure and design practice. The conditions and factors influencing integration are identified so awareness and recommendations can be made to introduce designers to new ways of approaching seismic retrofit design.  The main conclusion of this research is that while integration between seismic retrofit and architecture can be improved, no standard solution applicable to all retrofit projects exists. Indeed, the thesis highlights the complexity of integration which is a combination of many variables. These variables include among others, time of involvement of the architect, type of seismic structure, and extent of interior refurbishment. Designers need to be aware of certain conditions and positive factors they can draw upon for successful integration as well as negative ones they should avoid.</p>


2004 ◽  
Vol 20 (1_suppl) ◽  
pp. 271-283 ◽  
Author(s):  
Sergio Lagomarsino ◽  
Stefano Podestà

The 2002 Molise, Italy, earthquake sequence shocked the Italian public because it killed school children, but it also highlighted the fact that seismic vulnerability of historic masonry buildings has increased because of reinforcement work that has been done in the last 50 years. Replacing the original wooden roof structure with new reinforced concrete or steel elements, inserting reinforced concrete tie-beams in the masonry and new reinforced concrete floors, and using reinforced concrete jacketing on the shear walls are all widely used interventions. However, they lead to increased seismic force (because of greater weight) and to deformations incompatible with the masonry walls. The authors present results of an extensive survey of damage resulting from recent Italian seismic events (with particular reference to the Molise earthquake). We evaluate the effectiveness and applicability of some retrofitting methods in the hope that these findings will be taken into account in technical codes.


2010 ◽  
Vol 452-453 ◽  
pp. 765-768 ◽  
Author(s):  
B.I. Bae ◽  
B.K. Park ◽  
Hyun Ki Choi ◽  
Chang Sik Choi

Unreinforced masonry buildings have significant portion of existing and historical buildings around the world. Recent earthquakes have shown the needs of seismic retrofitting for these types of buildings. There are many types of retrofitting materials for URM(unreinforced masonry buildings) such as shotcrete, ECC and FRPs. Many engineers use many types of fiber reinforced polymers because these types of material enhance the shear strength of wall without expansion of wall sectional area and additional weight of total structure. However, the complexity of mechanical behavior of masonry shear wall and the lack of experimental data of masonry wall which was retrofitted by FRPs may cause the problem that engineers hard to determine the retrofitting level. Determining and providing the information for retrofitting effect of FRPs for masonry shear wall, this paper investigate in-plane shear behavior of URM and retrofitted masonry shear walls using two types of different FRP materials. Specimens were designed to idealize the wall of low rise apartment which was built in 1970s Korea with no seismic reinforcements and have 1 aspect ratio. Retrofitting materials were carbon FRP and Hybrid sheet which have different elastic modulus and ultimate strain. Consequently, this study will evaluate the structural capacity of masonry shear wall and retrofitting effect of FRP sheet for in plane shear behavior comparing with evaluation method for reinforced concrete beam which was retrofitted by FRPs.


2016 ◽  
Vol 11 (1) ◽  
pp. 177-181 ◽  
Author(s):  
Yadin Shrestha

In order to investigate the effects of devastating 7.8 M  Gorkha Earthquake that struck Nepal on 25 April, 2015 and its aftershocks on reinforced concrete and unreinforced masonry buildings, a small survey team was dispatched from Institute of Engineering, Thapathali Campus. From the observation it was found that the earthquake caused extensive damages on the low-strength stone masonry buildings with no seismic detailing. In contrast, most of the reinforced concrete buildings sustained minor to some non-structural damages except in some localized places where the buildings were found to be collapsed by soft storey mechanism. The localized failure of reinforced concrete buildings in Kathmandu w valley and outside may be attributed to amplifcation of waves in thick soft soil deposits, poor quality of construction, inadequate column sizes and lack of ductile detailing.Journal of the Institute of Engineering, 2015, 11(1): 177-181


2021 ◽  
Vol 244 ◽  
pp. 112768
Author(s):  
Mohammad Syed ◽  
Mohammad Moeini ◽  
Pinar Okumus ◽  
Negar Elhami-Khorasani ◽  
Brandon E. Ross ◽  
...  

2020 ◽  
Vol 146 (5) ◽  
pp. 04020047
Author(s):  
Xin Nie ◽  
Jia-Ji Wang ◽  
Mu-Xuan Tao ◽  
Jian-Sheng Fan ◽  
Y. L. Mo ◽  
...  

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