Chief Inspector Jensen is a policeman in an unnamed European country where the government has criminalized being drunk, where newspapers are designed for reassurance, and where the city centers have been demolished to devote more space to gleaming new highways. Recovering in a hospital room abroad after a liver transplant, Jensen receives a note instructing him to return Chief Inspector Jensen is a policeman in an unnamed European country where the government has criminalized being drunk, where newspapers are designed for reassurance, and where the city centers have been demolished to devote more space to gleaming new highways.
Recovering in a hospital room abroad after a liver transplant, Jensen receives a note instructing him to return home immediately, but when he reaches the airport he discovers that all flights home have been cancelled and all communication from within his homeland has ceased. One of the last messages sent requested urgent medical help from abroad. But what has happen? Has an epidemic taken hold? And why has the government fled the capital?
Stainless Steel Springs
To penetrate the silence and mystery that has fallen over the country and its people, Jensen returns only to discover the unthinkable. Get A Copy. Paperback , pages. Published by Joseph first published More Details Original Title. Inspector Jensen 2. Other Editions Friend Reviews. To see what your friends thought of this book, please sign up.
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To ask other readers questions about The Steel Spring , please sign up. Lists with This Book. This book is not yet featured on Listopia. Community Reviews. Showing Rating details. More filters. Sort order. Jul 11, Brent Legault rated it really liked it. The first two-thirds of this novel were masterful and understated.
Wahloo's end-of-the-world or rather end-of-a-country scenario was realistic and even laconically artistic, but most importantly, not at all melodramatic or hyperbolic or silly. Unfortunately, the final third of the book comes to a standstill of rather dull and unnecessary exposition. Or if Wittgenstein's Mistress would have had a "revealing" epilogue.
Now I The first two-thirds of this novel were masterful and understated. Now I know I'm unfairly comparing two different genres mystery to literary , but I wish this particular mystery had allowed some of the mystery to linger.
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It would have made for a more interesting read. View all 4 comments.
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Trama debole debole e assolutamente surreale, commissario inesistente, poco pathos e finale ridicolo. Odd structure, lots and lots of talking. I've read the whole Martin Beck series several times over so the dystopian elements would have caught me off guard if I hadn't read a previous review here. A weird dystopian warning of a novel, about the error of trying to control your population.
Oct 06, Richard Toscan rated it did not like it. The Steel Spring is a heavy-handed lesson in why you can't write from a theme as opposed to a story. Per Wahloo was an avowed Marxist and has attempted a Marxist critique of a future Sweden though the country is unnamed in the novel , based on the not unreasonable concept that the liberal Social Democrats have combined with the trade unions to exploit the workers for capitalist benefit. The result is a dystopian society prefiguring what has now become the sandbox of YA novels and Hollywood film The Steel Spring is a heavy-handed lesson in why you can't write from a theme as opposed to a story.
The result is a dystopian society prefiguring what has now become the sandbox of YA novels and Hollywood films. The vertical force between the wheel and rail can be determined according to the Hertz nonlinear contact theory that considers the track irregularity Zhai and Cai, ; Lei and Noda, as follow:. Z r j, t and Z 0 t can be determinted according to the coordinate of j th wheel at time t.
The detailed procedures to determinte Z r j, t and Z 0 t are as follows:. Assuming that the initial position of the j th wheel of subway train is x 0 , and the constant speed of the subway train is V.
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According to the coordinate of j th wheel at time t , the rail element number contacting with the j th wheel at time t , the left node number I of the rail element, the right node number J of the rail element, and the distance between the rail node I and the contacting point of j th wheel can be determined Figure 5. The rail displacement under the j th wheel at time t can be obtained according to shape function of beam element Bowe and Mullarkey, , which is calculated as follow:.
Similarly, according to coordinate of j th wheel at time t and sample of random irregularity of track, we can obtain the value of irregularity of track Z 0 t at the contacting point between the j th wheel and rail at time t. Generally, the track irregularity can be regarded as stationary ergodic Gaussian random processes characterized by power spectral density PSD functions. Depending on the irregularities, the track is divided into six classes, Class 6 being the best and Class 1 being the poorest.
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The expression of the PSD of American track irregularity in the vertical direction is as follow:. The PSD of American Class 6 track irregularity, which has been widely used in studies of vibrations generated by underground subway trains, is used to simulate the middle to long wavelength greater than 1 m random track irregularity in this study.
The PSD of Sato track irregularity, which has been widely used in the study of high frequency vibration of track structure and wheel-rail noise generation, is used to simulate the short wavelength less than 1 m random track irregularity in this study. In reference Xu, , a study was conducted to determine the roughness constant of the PSD of Sato track irregularity according to the rolling noise measured near the slab track of the Qinshen dedicated passenger line in China, and the value of the roughness constant proposed was 3.
The method described in reference Chen and Zhai, is used for the generation of sample waves in time series according to the expression of the PSD of track irregularity. The detailed procedures are as follows:. At last, the sample waves in time series Y n can be obtained by inverse Fourier transform as follow:.
To consider both middle to long and short wavelength random track irregularities in the simulation, firstly, the samples according to the PSD of Sato track irregularity and American Class 6 track irregularity are generated respectively. Then the combined sample is generated by adding each amplitude of two samples whose coordinate is the same. The procedure can be seen in Figure 6. Using the principle of total potential energy with the stationary value in elastic system dynamics presented by Zeng , also seeing the reference Lou and Zeng, , one can derive the vibration equation of the subway train-SSFST-tunnel coupling dynamic model.
The equation can be written in matrix form as follow:. The vehicle differential equations can be found in the reference Zhai and Cai, The detailed expressions of the stiffness matrix, mass matrix, damping matrix, and load vector of a single vehicle of the train sub-model can be found in the reference Lei and Noda, Similar procedures for obtaining the stiffness matrix, mass matrix, damping matrix, and load vector of the SSFST-tunnel sub-system can be found in the reference Lou, Solution procedures for the vibration equation of the coupled system are as follows.
Then, the force of each spring-damping element and the bending moment of each beam element can also be calculated.
go It should be mentioned that the convergence of the wheel-rail interaction force must be ensured during each time step. There are many nodes and elements for each component of the SSFST-tunnel sub-model, such as rails, fasteners, slabs, steel springs, and tunnels. For each component, the response of each different node element is different.
To obtain the maximum response for each component of the system, the maximum response value and the corresponding node element number for each component are calculated and stored in the computer memory during each time step. Thus, the maximum response value and the corresponding node element number for each component can be obtained when the simulation is completed. On the one hand, more than time steps with the fixed step size are used in the calculations for each of the cases considered.
On the other hand, the total number of nodes and elements of the coupled system exceeds Therefore, the complete time history for all nodes and elements can not be stored in the computer memory because the memory volume is limited in a personal computer. In order to obtain the time history of the node element number with the largest response for each component of the steel spring-FST-tunnel sub-model, the simulation program must be run twice.
The first run is used to obtain the node element number whose response is the largest see Section 4. Both middle to long and short wavelength random track irregularities are considered. The sample used in this study is shown in Figure 6c. Slab length is 30 m. As shown in Figure 2 , the distance between the left end of the track and the head wheel of the train is m at the starting time, and the train moves a distance of m.
The distance the train advances at each time step is 0. The total number of time steps for each case is In order to evaluate the practical vibration reduction effect of SSFST in tunnel, in-situ metro-induced vibration tests were performed with the highly sensitive acceleration sensors in FST section in tunnel of Beijing metro line 5 Li et al, The position of the installed accelerometer on the slab is 0.
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The in-situ measured acceleration histories of the slab and tunnel are shown in Figure 8a and Figure 8b , respectively. The direction of the measured acceleration is upward. The corresponding acceleration histories of the slab and tunnel calculated by the self-compiled computer program are shown in Figure 9a and Figure 9b , respectively. From Figure 8 and Figure 9 , it can be seen that although the results calculated by the self-compiled computer program and those measured in-situ are not completely in accordance with each other, they are still in agreement to some extent.
The discrepancies between the results are reasonable. The reasons are that there is a discrepancy between the random track irregularity used in this study and that of the in-situ measurements, and that the results shown in Figure 8a and Figure 8b were not the original results but were derived from filtered data. The example validates the correctness of the model and the self-compiled computer program. To comprehensively evaluate the influence of slab length on the dynamic characteristics of the coupled system under different track irregularity conditions and train speeds, 60 cases are studied.
Slab lengths for cases are 3. Slab lengths for per 10 cases, i. Track irregularity condition for cases , , and are smooth track without irregularity, and track irregularity condition for cases , , and are uneven track with random track irregularity. Except the slab length, subway train speed, and track irregularity condition, the other parameters are the same as those in Section 5. The relationships between the slab length and maximum dynamic response of each component of the coupled system for different train speeds and track irregularity conditions are shown in Figure 10 - It should be mentioned that Figure 28a plots the time history of the rail node with the largest peak acceleration among all rail nodes.
Similarly, Figure 29a and Figure 30a plot the time histories of the slab node and tunnel node with the largest peak acceleration among all slab nodes and all tunnel nodes, respectively. The detailed procedures by which the time history of the node with the largest response is obtained are described in Section 4.