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The purpose of this paper is to investigate why environmentally-sensitive companies still face criticism despite the extensive disclosures in their annual reports. This paper explores the extent of site-specific social, environmental and ethical (SEE) reporting by mining companies operating in Ghana.

The authors conduct an interpretive content analysis of the annual/integrated reports of mining companies for the years 2009–2014 to extract site-specific SEE information relating to the companies’ mining operations in Ghana. The authors also theorise these actions using the existentialist work of Jean-Paul Sartre, in particular his work on “bad faith, nothingness and authenticity”.

The findings suggest that SEE information disclosure at site-specific level remains problematic because of bad faith and inauthenticity by mining companies attempting to placate a range of stakeholders. Bad faith represents a form of self-deception or internal denial which manifests in corporate narratives. Inauthenticity is a self-awareness that culminates in the denunciation of corporate identity and the pursuit of external expectations. The effect is the production of inauthentic corporate accounts that is constrained by the assumption made on stakeholder expectation.

The authors apply a Sartrean lens to explore site-specific SEE. Furthermore, the authors seek to expand the social accounting research domain by drawing on Sartre’s work on “bad faith” and “nothingness”. Sartre’s work to the best of the authors’ knowledge is not explored in social accounting research.

The purpose of this paper is to analyze wind characteristics and their effects on wind turbine components and energy generation at the candidate site.

The methodology covered the detailed investigation of wind characteristics using Weibull k and c parameters and standard deviation at 30 m above the ground level (AGL). The wind shear coefficient and air density were also studied. The weight model was developed to determine the effects on wind turbine components and energy generation. At last, an economic assessment was carried out to determine the pre- and post-effects of the weight model on the cost of energy per kilowatt-hour.

The mean standard deviation, Weibull k parameter and Weibull c parameter were found to be 2.157, 2.617 and 6.087 m/s, respectively, at 30 m for a period of a year. The mean wind shear coefficient was found to be 0.176 for a year. The calculated results showed that site-specific midrange and amplitude force were 40.95 per cent and 37.75 per cent on wind turbine mechanical components, respectively. The average rise in force and drop in energy was found to be 35.50 per cent and 47.55 per cent, respectively. The lift coefficient, drag coefficient and pitching moment considering values (a, 0.1 and 0.2) showed an increase in force on wind turbine components that resulted in a drop in energy. The cost assessment results showed that the cost of energy was increased from US$0.032/kWh to 0.0466/kWh for wind turbine A.

An accurate determination of the weight factor is necessary for near-reality assessment of wind energy yield and rise of force on the wind turbine. The results paved the way for site-specific design optimization of wind turbines.

The study contributes to the site-specific wind characteristic-based weight model to determine the effects of wind loads on wind turbine components and energy generation and compared with the specified design standard. The lift coefficient, drag coefficient and pitching moment coefficient show a rise in the force while considering the weight factor values. The results show that the site has the potential to generate energy at the lowest cost per kilowatt-hour, but it needs wind turbine design adjustments according to site-specific wind characteristics. If site-specific wind characteristics are considered, it would lead to maximum energy generation and high reliability of wind turbine components.

Buildability is concerned with enhancing building designs to achieve ease of construction. Adapting from the Buildable Design Appraisal System in Singapore, a tailored‐made Buildability Assessment Model (BAM), which scores buildability of building designs, has been devised for use in Hong Kong. In developing the BAM, local factors and terrain characteristics, e.g. highly constrained and sloping site conditions, which are common features besetting the industry, are particularly considered. The purpose of this paper, therefore, is to report on the effects of building sites on buildability.

A questionnaire survey with 39 valid responses was administered on construction practitioners, aimed at understanding the relative buildability importance of a number of building features and site‐specific factors in Hong Kong. Analysis was carried out using the relative importance index method.

It is found that the most important buildability considerations for building features and site‐specific factors are “simplicity” and “allowing working space for safe construction and minimising water ingress and geotechnical difficulties”, respectively.

The small sample size, though statistically significant, can be increased in further studies of similar type, to enhance the representativeness of the rankings.

The survey findings are valuable in that they offer a practical reference for design professionals, by scoring their designs, to comprehend the degree to which various building features and site‐specific factors impact on the ease of constructing their designs.

Recent studies have classified ecotourism behaviour into specific components like site-specific ecological, pro-environmental and environmental learning behaviour. However, the role of materialism in generating these types of behaviour is not clearly understood. Materialism might also affect tourists' environmental engagement. Hence, this study embarks on exploring these research gaps.

All the constructs were operationalized as first-order factors based on extant scales of measurement. After suitable pretesting, the study was able to collect 122 valid responses. The responses were analysed using partial least squares (PLS).

Results suggest that environmental engagement and environmental learning behaviour have prominent roles as enablers. Furthermore, the importance of materialism is not statistically significant and requires further investigation.

While the study showed that environmental engagement is a crucial precursor for the development of different types of ecotourism behaviour, it also has limitations. First, the study tested the validity of the proposed associations based on the perceptual responses of 122 tourists who are interested in participating in ecotourism. However, this may lack generalizability. Future research can take a common set of tourists or a specific destination and execute a longitudinal analysis to better understand the way ecotourism behaviour has evolved over time at a destination. This would in turn help the local people and tour planners to develop tourism packages and events.

As tourists are interested in environmental learning, they are eventually expected to take care of the destination environment in terms of protecting it in every form. This may include reporting of any environment damaging activity, for example, activities that can enhance environmental pollution, etc.

Materialism hinders the environmental conservation spree of tourists, when they indulge more in shopping and leisure trips. Hence, for destination planners it is very important to hold complementary events in addition to the main event to highlight the dire need of involving in ecotourism activities.

The study is of significant contribution for researchers and practitioners as it develops the antecedents and consequences of environmental learning behaviour. Furthermore, this study has implications for managers working for sustainability of tourism destinations.

This study aims to find ways to bridge the gap between workplace design and research. Exploring the design process from general design aims to site-specific design makes the process visible to support workplace design research.

Participatory design methods were used to understand employees’ needs and preferences in work-related situations to support the design process. The design process was divided into three phases. The office was temporarily refurbished for the intervention study, and evaluation data was collected with qualitative methods.

Participatory design-generated data revealed typical knowledge work needs, such as the need for privacy, interaction, exposure and preferences for the atmosphere in the workspaces during different situations. The authors identified the following key points to obtain design data: design aims, affordance design and site-specific multidimensional design. An intervention study in a small organisation revealed that lack of activity-supporting spaces created undesirable overlaps for focused work, collaborative work and client communication.

The findings of this paper are explorative and limited to a small knowledge work company. The present approach identifies valuable data collection points in different design phases of workplace design processes. Sharing knowledge from practice to research and vice versa could inform research and improve workplace design.

This study makes the workplace design phases more visible. It supports finding new ways to study the connection between the user-needs and workplaces; and understanding how different design solutions impact workplace experiences, such as satisfaction. This study also brings focus to understanding the versatile needs of small organisations and their workplace design.

The most organisations in this high‐tech age the process of fitting out, altering and adapting space is a regular feature. What is more, it is no longer simply a case of new partitions and carpet and a lick of paint. The significance of the building services elements to the effectiveness of the workplace today cannot be overstated; these elements are costly and complicated and their design and costing do need a professinal touch.

The non-stationary operational wind loads vary in time and site and has remarkable effect on wind turbine drive train. The purpose of this paper is to determine the effects of wind class 3 and 7 on the life of wind turbine drive train. The two-wind class 3 and 7 are described by average wind speed and weight factor and effects of two variables on wind energy generation and wind turbine drive train studied.

The load distribution method is used to calculate stress range cycles for wind class 3 and 7. To determine the rise of force on wind turbine drive train, the load cycle method is proposed. The fatigue damage model is studied with respect to influence of different wind speeds and wind shear factor and then results analysed accordingly. Also sensitivity analysis has been carried out to assess the percentage of drop of energy generation and rise of tangential force for wind class 3 and 7. Linear fit method is used to determine the inclination of wind variation and wind shear of wind class 3 and 7. In this regard, two practical wind sites fall under the wind class 3 and 7 and 1.5 MW wind turbine have been taken in to account.

The results showed that the average rise of force on wind turbine drive train is 37.5% which can influence the drop in energy 34.7% for wind class 3. Similarly, the results of wind class 7 are showing that the average rise in force and drop in energy found to be 49.05% and 51.16%, respectively. The wind class 7 have higher tendency of wind fluctuations and weight factor that can cause a damage to wind turbine drive train components. The results showed that when wind speed increases to rated power 11.5 m/s the damages occurred and remain steady. Similarly, when weight factor increased from 0.18 to onwards the damage occurred. The increased wind loads increased the tangential loads on the wind turbine decreased life of the gearbox.

The results of study suggest that wind turbine should be design according to site specific wind environment for maximum energy generation and lowers the wind loads on the drive train component.

The authors construct an intertemporal model of rent-maximizing behavior on the part of a timber harvester under potentially multidimensional risk as well as geographical heterogeneity. Subsequently, the authors use recursive methods (specifically, the method of stochastic dynamic programing) to characterize the optimal policy function – the rent-maximizing timber-harvesting profile. One noteworthy feature of their application to forestry in the province of British Columbia, Canada is the unique and detailed information the authors have organized in the form of a dynamic geographic information system to account for site-specific cost heterogeneity in harvesting and transportation, as well as uneven-aged stand dynamics in timber growth and yield across space and time in the presence of stochastic lumber prices. Their framework is a powerful tool with which to conduct policy analysis at scale.

Comparing two different descriptions of the atmosphere of one and the same city allows for interesting insights regarding the production, duration and perception of urban atmospheres. Aspects of time are very important in this context as they form typical atmospheres here and always, ensure that the patina of the city and the people is based on experience, and generate expectations prior to actually felt-bodily perceptions by means of narration. Changes in environmental qualities or modes of perception can provide clues to both typologies of places and the people present. Moreover, this chapter introduces the Atmospheric Portfolio, which illustrates how research on personal atmospheric perception as well as site-specific atmospheres of a location becomes possible. In the sense of further heuristic starting points, methods employed by other research projects will supplement the study.

Several studies were made on paired site and soil–structure interaction (SSI) effects, but most of them were site specific. This paper aims to investigate the impact of SSI effects in conjunction with local soil condition effects on the seismic response of typical multistory low- to mid-rise–reinforced concrete (RC) buildings resting on Algerian regulatory design sites through a global explicit transfer function (TF).

A preliminary quantification of SSI effects associated with site effects is carried out through a frequency-domain solution based on the concept of rock-to-soil surface displacement TF performed for each design site category. It results from the combination of the TFs of structure, foundation and soil and reflects how seismic waves are amplified due to changes in the geological contrast between the rock and overlying soil deposits. As well, response modification factors, denoting displacement ratios of the building responses within the flexible and site-structure conditions with respect to the fixed-base one, are carried out.

In the context of Algerian seismic regulation, the study provides a clear vision of how and when site or SSI effects are expected to be influential, as opposed to the fixed-base hypothesis still retained by the current regulation. This helps engineers to be aware of the extent of the expected seismic damage.

The research applies to low- to mid-rise RC buildings within the Algerian seismic regulation, but it may also be expanded to other examples that fall under other seismic regulations.

The response modification ratio is a quantitative approach to assessing response fluctuations. It draws attention to how the roof level drift varies depending on the condition. These results can be used as numerical parameters in structural seismic design when the structure is comparable because they provide useful information about how the two phenomena interact with the structure.

The study goes beyond particular situations dealing with site specific and offers effective indicators and quantitative evaluation of combined site and SSI effects according to the current national seismic provisions, where no indication about site or SSI effects exists.